HomeMy WebLinkAboutMountain Haus Unit 676Design Review Action Form
TOWN OF VAIL
Category Number u yam., I 1 -i , i Date :!i // �
Project Name:
Building Name: — ,w Y k,, / /-�h!� G' Zi l�Ty O 1!S
Project Description:
Owr� 7 l-� l.� �- ' 1 mac► v c-f �C ct -td . 4-4 ,� G—Z�o 1 ✓.
r, and Phone:
Architect /Contact, Address and Phone:
Legal Description: Lot Block Subdivision
Zone District
Project Street Address: ' G -) -/ ) -� � ,
Comments:
Board / Staff Action
Motion by
Vote:
Seconded by:_
❑ Approval
❑ Disapproval
Z Staff Approval
Conditions: 1
Town Planner
Date: DRB Fee Pre- paid �� tin.✓.
rc,ised 9/4/91
DRB APPLICATION - TOWN OF VAIL, COLORADO
DATE APPLICATION RECEIVED: REN APR 1 1 1994
DATE OF DRB MEETING:
* * * * * * * * **
THIS APPLICATION WILL NOT BE ACCEPTED
UNTIL ALL REQUIRED INFORMATION IS SUBMITTED
* * * * * * * * **
I. PROJECT INFORMATION
A. DESCRIPTION:
lwylll1?I/n/ lorl/Do ir�t /N /y c
B. TYPE OF REVIEW:
New Construction ($200.00) - Minor Alteration ($20.00) STl�FF
Addition ($50.00) Conceptual Review ($0) ^ppeGVAL
C. ADDRESS :I �, pJ� b
D. LEGAL DESCRIPTION: 13 t BIGG TS G N /' 7/v
Subdivision M?DT/NT?IIV "— d C441D4WIAll zJJV
If property is described by a meets and bounds legal
description, please provide on a separate sheet and
attach to this application.
E. ZONING:
F. LOT AREA: If required, applicant must provide a current
stamped survey showing lot area.
G. NAME OF APPLICANT:
Mailing Address:
pi9?9, ffAk/AZL 9G 7o/ Phone
M
I.
J.
NAME OF APPLICANT'S REPRESENTATIVE: _Tlxl IGlifJ
Mailing Address: / e. AOFA- bi TJ2Lll6
IIIVZ (,o eli( i 7 Phone Z/- - ZG-
NAME OF OWNERS : AM AND .7B14
*SIGNATURE (S) : _
Mailing Address:
Phone
Condominium Approval if applicable.
K. DRB FEE: DRB fees, as shown above, are to be paid at
the time of submittal of DRB application. Later, when
applying for a building permit, please identify the
accurate valuation of the proposal. The Town of Vail
will adjust the fee according to the table below, to
ensure the correct fee is paid.
FEE PAID:
FEE SCHEDULE:
VALUATION
FEE
$ 0
- $ 10,000
$ 20.00
$ 10,001
- $ 50,000
$ 50.00
$ 50,001
- $ 150,000
$100.00
$150,001 -
$ 500,000
$200.00
$500,001 -
$1,000,000
$400.00
$ Over
$1,000,000
$500.00
* DESIGN REVIEW BOARD APPROVAL EXPIRES ONE YEAR AFTER FINAL
APPROVAL UNLESS A BUILDING PERMIT IS ISSUED AND CONSTRUCTION IS
STARTED.
* *NO APPLICATION WILL BE PROCESSED WITHOUT OWNER'S SIGNATURE
1
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April 24, 1985
Buil6inn Department
Town of Vail
Vail, Colorado 81657
Re: Remodeling Mountain Haus #674
To Whom It ray Concern:
This is to acknowledge that the work described in the
enclosed letter from Mark Scully Building Co., dated April
24, 1985, has the approval of the !-Mountain Haus Condominium
Association.
S�tncerely,
r
John F. Mouw
Managing Agent
J
JFtt /me
Enclosure
P.O. Box 1748 • VQ olorado 81658 • 800 - 237 -0922 (outside Ci ado) or 303!476 -2434
MARK SCULLY BUILDING CO.
general contractor
residential design & development
01 ' z)t Lz
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avd q o� W and on
1 y "��z�ac.e G!� .mac' � �2c�rc� G��t.�et
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P.0.1ox 67 • Avon, Co. 81620 • 303/925672
' c
t INSPECTION REQUEST
PERMIT NUMBER OF PROJECT TOWN OF VAIL
DATE __ _ JOB NAME
CALLER
READY FOR INSPECTION: MON TUES WED THUR f FRI ; AM ( PM
LOCATION: } 4 T ' r , ` -
BUILDING:
PLUMBING:
❑ FOOTINGS / STEEL
❑ UNDERGROUND
❑ FOUNDATION / STEEL
❑ ROUGH / D.W.V.
❑ FRAMING
❑ ROUGH / WATER
❑ ROOF & SHEER
PLYWOOD NAILING
❑ GAS PIPING
❑ INSULATION
❑ POOL / H. TUB
❑ SHEETROCK NAIL
❑
❑
❑ - -
❑ FINAL
❑ FINAL
ELECTRICAL:
MECHANICAL:
❑ TEMP. POWER
❑ HEATING
ROUGH
❑ EXHAUST HOODS
❑ CONDUIT
❑ SUPPLY AIR
❑
❑
❑ FINAL
❑ FINAL
❑ APPROVED
❑
DISAPPROVED
❑ REINSPECTION REQUIRED
CORRECTIONS:
DATE ' Z` �✓ INSPECTOR
the printery vail
`� 03 INSPECTION REQUEST
PERMIT NUMBER OF TOWN OF VAIL
DATE JOB NAME
CALLER ``
READY FOR INSPECTION: MON TUES WED THUR FRI AM PM
LOCATION:
BUILDING:
❑ FOOTINGS/ STEEL
❑ FOUNDATION / STEEL
❑ FRAMING
El ROOF & SHEER
PLYWOOD NAILING
• INSULATION
• SHEETROCK NAIL
❑ FINAL
ELECTRICAL:
❑ TEMP. POWER
• ROUGH
• CONDUIT
n
❑ FI-F4+4L
Q %'APPROVED
CORRECTIONS:
❑ DISAPPROVED
❑ REINSPECTION REQUIRED
PLUMBING:
❑ UNDERGROUND
❑ ROUGH / D.W.V.
❑ ROUGH/ WATER
❑ GAS PIPING
❑ POOL / H. TUB
El
n
❑ FINAL
MECHANICAL:
❑ HEATING ._
• EXHAUST HOODS
• SUPPLY AIR
Fl
❑ FINAL
ir
�D' d 3 Ll-
PERMIT NUMBER OF PROJECT
DATE ' JOB NAME
READY FOR INSPECTION: MON
LOCATION:
INSPECTION REQUEST
r}' TOWN OF VAIL.
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CALLER -
TUES WED THUR DFR AM PM
BUILDING:
PLUMBING:
❑
FOOTINGS / STEEL
❑
UNDERGROUND
❑
FOUNDATION / STEEL
ROUGH / D.W.V.
❑
FRAMING
ROUGH / WATER
❑
ROOF & SHEER
❑
GAS PIPING
PLYWOOD NAILING
--
❑
INSULATION
❑
POOL / H. TUB
❑
SHEETROCK NAIL
❑
❑
❑
❑
FINAL
❑
FINAL
ELECTRICAL:
❑ TEMP. POWER
• ROUGH
• CONDUIT
El
AL
n APPROVED ❑ DISAPPROVED ❑ REINSPECTION REQUIRED
CORRECTIONS:
DATE 2 �1' — D INSPECTOR
the printery, vad
MECHANICAL:
❑ HEATING —
❑ EXHAUST HOODS
❑ SUPPLY AIR
❑ FINAL
PERMIT NUMBER OF 'PROJECT
� ) 1
DATE 2 4 G JOB NAME
CALLER
READY FOR INSPECTION: MON TUES
LOCATION:
INSPECTION REQUEST
TOWN OF VAIL
WED CTHDUR FRI
BUILDING:
• FOOTINGS / STEEL
• FOUNDATION / STEEL
• FRAMING
ROOF & SHEER
PLYWOOD NAILING -
INSULATION
❑ SHEETROCK NAIL -
I ❑ FINAL
PLUMBING:
❑ UNDERGROUND
• ROUGH / D.W.V.
• ROUGH/ WATER
• GAS PIPING
❑ POOL / H. TUB _
❑ _
❑ FINAL
ELECTRICAL: MECHANICAL:
• TEMP. POWER ❑ HEATING
• ROUGH ❑ EXHAUST HOODS
• CONDUIT ❑ SUPPLY AIR
❑ ❑
❑ FINAL ❑ FINAL
n
At'FHUVLU
CORRECTIONS:
❑ DISAPPROVED
AM�i
❑ REINSPECTION REQUIRED
� - 7 _
DATE _ INSPECTOR
L 3`f INSPECTION REQUEST
PERMIT NUMBER OF PROJECT TOWN OF / VAIL
DATE JOB NAME
CALLER
READY FOR INSPECTION: MON TUES WED THUR FRI ! v AM PM
LOCATION:
BUILDING: PLUMBING:
❑ FOOTINGS / STEEL
❑
UNDERGROUND
❑ FOUNDATION / STEEL
❑
ROUGH / D.W.V. _
FRAMING
❑
ROUGH / WATER
El ROOF & SHEER
❑
GAS PIPING
PLYWOOD NAILING
❑ INSULATION
❑
POOL / H. TUB _
❑ SHEETROCK NAIL
❑
❑
f-1
-
❑ FINAL
❑
FINAL
ELECTRICAL:
MECHANICAL:
❑ TEMP. POWER
❑
HEATING
❑ ROUGH
❑
EXHAUST HOODS
❑ CONDUIT
❑
SUPPLY AIR
❑
❑
❑ FINAL
❑
FINAL
PPROVED
❑ DISAPPROVED
❑ REINSPECTION REQUIRED
CORRECTIONS:
�i i2a� D ,v�.fL��O
DATE INSPECTOR l
the printery. vad
PERMIT NU BER O PROJECT
DATE JOB NAME
CALLER
MON TUES
READY FOR INSPECTION
LOCATION:
INSPECTION REQUEST
T(�t \Nnl nF voii
BUILDING:
PLUMBING:
❑ FOOTINGS / STEEL
❑ UNDERGROUND _
❑ FOUNDATION / STEEL
❑ ROUGH / D.W.V.
❑ FRAMING
❑ ROUGH / WATER
ROOF & SHEER
❑
PLYWOOD NAILING
❑ GAS PIPING
❑ INSULATION
❑ POOL / H. TUB
❑ SHEETROCK NAIL
❑
❑
❑
❑ FINAL
❑ FINAL
ELECTRICAL:
MECHANICAL:
❑ TEMP. POWER
❑ HEATING
• ROUGH
❑ EXHAUST HOODS
• CONDUIT
❑ SUPPLY AIR
❑
❑
�
14 FINAL
❑ FINAL
P"APPROVED�
CORRECTIONS:
❑ DISAPPROVED
❑ REINSPECTION REQUIRED
DATE �! Z tJ INSPECTOR
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TOWN OF VAIL CONSTRUCTION
F PERMIT APPLICATION FORM
DATE:
T
PEP,MI
r �LC i D n �.
APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED
* * * * * * * * * * * * * * * * * * * * * * * * * * * * ** PERMIT INFORMATION * * * * * * * * * * * * * * * * * * * * * * * * * * * **
[ ]- Building [ ]- Plumbing [ ] ]-Mechanical [ ] -Ot / her
Job Name: Mllx A uS 67 006 Job Address: L illf'uc1Cc. -
Legal Description: Lot
Owners Name:
Architect:
General Description:
Address:
C c
l r� �� „ /�. � ► NISI F'�e. �. ���
Address:
Ph.
Ph.
L �
Work Class: [,\Q -New [ ]- Alteration [ ]- Additional [ ]- Repair [ ] -Other
Number of Dwelling Units:
N mber and Type of Fireplaces: Gas Appliances
** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** VALUATIONS
BUILDING: $ ELECTRICAL:$
PLUMBING: $ MECHANICAL:$
* CON RACTOR\IN ORZ
eneral Contract
. or: I S*4 ;
Address: 15 E 7(,_
Electrical Contractor:
Address:
Number of Accommodation Units:
Gas Logs Wood /Pellet
** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
OTHER:$
TOTAL:
1ATION * * * * * * * * * * * * * * * * * * * * * * * * * **
LDei Town of Vail Rey NO. AC'S
Phone Number: "9?,4
Plumbing Contractor:
Address:
Mechanical Contractor:
Addre : ,�p n
BUILDING PERMIT FEE:
Town of Vail Reg. NO.
Phone Number:
Town of Vail Reg. NO.
Phone Number:
Town of Vail Reg. NO.
i
PLUMBING PERMIT FEE:
MECHANICAL PERMIT FEE:
ELECTRICAL FEE:
OTHER TYPE OF FEE: 3 7, 7 Q
DRB FEE:
� hone Number:
CE USE * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
BUILDING PLAN CHECK FEE:
PLUMBING PLAN CHECK FEE:
MECHANICAL PLAN CHECK FEE:
RECREATION FEE:
CLEAN -UP DEPOSIT:
TOTAL PERMIT ; F ES: �z
TYPE GROUP SQ.FT. VALUATION BUILDING:
SIGNATURE:
ZONING:
SIGNATURE:
Comments:— -e—
.#I- C *
Block Filing SUBDIVISION: '
etiv -
r
A CLEAN UP DEPOSIT REFUND TO:
i
ALL -STATE FIRE PROTECTION, INC
6045E 76THAVENUE
COMMERCE CITY, COLORADO 80022
MOUNTAIN HA US
VAIL, COLORADO
PRODUCT SUBMITTAL
SPRINKLER
PIPE, FITTINGS, HANGING MATERIAL
Copper Fittings
Type "M" Copper Pipe
Ring Hanger
All Thread Rod
Lag Bolts
Eyelets
Two Hole Straps
Coach Screw Rods
VALVES
VA►IL If t1VIE DIE"'VY W
AMrwMd " Subm"o
APM —vqd a$ Ne'ted b
MISCELLANEOUS 2 1
T6tle: � Y ` `
Date:
J
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MOW'
2
wrot copper / cast brass * PRESSURE
-I,coupiings
coupling with stop
copper to copper
fig. 9100/9700
N
7
L
wrot
cast
dim_
carton
unit
approz_
ize
31, 6" c d.
yE
X
N
quantity
pack
net wt.
o.d. X
3 '32
100
-
.01
/°
X
3, 32
100
-
.01
',i o.d. X
5:12
100
-
01
0A X
3 :32
100
-
.01
` d. x
Ve" X
?'3z
SO
-
O1
`-
X
V inal
31 32
100
-
.01
,1 o.d. X
3 !16
50
-
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x Ve X
3 1,6
so
-
.01
'
X
3 /32
100
-
.02
V."
X
3 116
100
-
.02
3 , c o.d. X
Va
50
-
.01
'A"
X
va
100
-
.O1
- -
X
3 /32
100
2000
.03
3 K'
X
3 1 1 6
100
1000
.03
I t x Va
X
$/16
100
.02
SA
X
3 /32
100
-
.05-
St x V2
X
7 132
50
-
.05
S i - x W
X
"122
50
-
04
$ - x Va'
X
13 /32
50
-
.03
y `
X
3 122
50
1000
.07
3.4- x 46"
X
V<
50
-
07
3,4- z
X
5 132
50
500
.06
X
3'e
50
-
.06
Vi
X
5 116
50
-
.05
X
3 122
25
-
.09
X
3 /32
25
500
.11
7F-
X
V `
25
-
.14
/a'
X
T 3 /e"
5 /16
25
250
. 13
'e'
X
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25
-
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2
X
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25
-
.10
S"
X
1j /32
25
-
.10
-
X
K
25
250
.16
_
1
X
5 /,6
25
250
.18
_
34
X
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25
-
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X
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25
-
16
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X
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25
-
.13
V'2
X
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1 :�
200
_23
X
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24
11
^
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160
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X
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10
-
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l v2 x vz"
X
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-
.19
r
X
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5
100
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X
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5
s0
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X
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5
-
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X
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r xY <
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17 132
10
-
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X
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-
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2v2
X
ve
-
50
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65
couplings
wrot
cast
coupling with stop
carton
quantity
unit
pack
copper to copper
31, 6" c d.
yE
X
fig. 9100/9700 (con't)
' ?
21 /31
SO
nominal wrot cast dim.
carton unit
approx.
size N
quantity I pack
I net wt.
2! x 2 X "z
- -
59
2 z" x 1'/2" X '" 32
- -
_72
2'f x 1',' X i
- -
74
2 x t - X 29 Jz
- -
.73
3 X 'e
- 30
.97
3 x 2 X 'i
- -
.98
3 x 2 X " ,;
- -
1.03
3 x 1 V{ X 1''32
- -
1.04
3'/2 X 5.
- -
1.45
3!2 x 3 X Se
- -
1.52
4 X "32
- 20
2.09
4 x 3' /z" X In
- -
2.12
4 x 3 X 3 ,
- -
2.02
4" x 2Vz X 1'.16
- -
2.11
4 x 2- X 1?.
- -
2.16
5 X 7 132
- -
3.63
5" x 4 X 13 !32
- -
6.85
6 X 9 / 32
- -
5.75
6 x 4 X z2
- -
8.36
6 x 3' X 1
- -
8.32
8 X I sla
- -
14.13
8 x 6" I X ?
- -
22.59
coupling without stop
Copper to ccpper
fig. 9101
A
mom I
nominal
size
wrot
cast
dim.
A
carton
quantity
unit
pack
approx_
net wt.
31, 6" c d.
yE
X
' ?
21 /31
SO
-
.01
Shi oA.
it
x
"1'32
I Oo
100
- -
-
0'.
.01
V4
X
2 '122
100
-
.01
;'e
X
25 122
100
-
.01
V2
X
1
100
-
.03
W
X
1
s0
-
.04
;'
X
11 7 /32
50
500
"07
X
1
25
-
.09
t -
X
227132
25
-
_
tv <_
X
1
25
-
.16
1 V2-
X
2
10
100
.23
couplings
fig. 9101 (con't)
nominal
wrot
cast dim.
carton unit I approx.
size
X 1/
A
quantity pack net wt.
2"
X
2
5 55 .43
2Vz
X
2 -32
- - .61
3"
X
311/32
- - 1.00
3' /2
X
3 i3
- - 1.45
4"
X
4
- - 2.09
5
X
5 11 ;32
- - 3.63
6
X
6 7 /32
- - 5.75
8"
X
7J /12
- - 14.37
drain coupling
copper to copper
fig. 9703
A
r
1�1
111
nominal
size
wrot cast dim.
M
carton
quantity
approx.
net wL
Y2
X 1/
5o
.08
X
25
.14
1 _
X
10
.22
eccentric coupling
copper to copper
fig. 9705
t- W
nominal wrot cast dim. carton ( approx.
size W quantitnet wt-
Y ' - x ':- - X I " 32 SC to
V x 3!: X ' . 25 .17
1 - x Y2" X 9 .32 25 .21
lv."x 1 X 10 24
l V. x -V." X 9 32 10 .23
1 1 /: x Y2" X 7 '32 5 .22
1 Y2 x l li X 3 %, 6 10 .52
T z 1 Y2" X 9 : 2 - .57
2Y2" x 2 X 1] :3 2 - 1.19
I
wrot copper / cast brass • PRESSURE
fitting reducers x
fitting reducer
fitting to copper
fig. 9100-2/9706 _ A _
nominal wrot cast dim. carton unit approx.
size A quantity pack net wt
Y:x X ' 50 - .01
3/6' x 1 /i X 9 116 So - .02
3A' x Ye" X 2 1 /32 5o - .01
'h" x :Y6" X "/16 100 - _03
V2 x Y: X 25 /32 100 - .02
Srb" x Y2' X 1 7 /16 50 - 04
S Y6" x 3 /6' X 29 /32 50 - .04
x V4' X 31 /32 50 - .03
3 Y." x Sr6" X 1 50 - .06
3': x Yz" x 11/32 50 500 .06
3'.' x 3 /6" X 1 Y6 50 - .05
3 /4" x Y: X 1 50 - .05
1" x 3 /: X l Ya 25 250 .13
1' x sia' X 7 10 - .08
1' X w X 1 Y. 25 - .08
1' x 3S" X 1 25 - .OS
1 Yi x 1' X 1 11 12 25 250 .17
1' /a" x 3 /: X V/16 25 - 16
1 Y." x Y2 X 1 25 - .13
1 Y{ x 1 Yi X 1 10 100 .23
l Y2" x V X 1 10 - .22
1 Y2 x 3 /." X 1 10 - .21
1v2 X Yz" X 1 10 - 16
2'x 1V2' X 1 5 50 .38
2" x 1Y4 X 2'/,z 5 - .33
2'x 1' X 1 10 - .35
2' x 3 /: X 1 i 0 - - 34
2' x Yz' X 1 10 - .34
2Yz' x 2" X 1 - - .60
2Y2" x 1W X 2 - - .68
2Y2" x 1 Y: X 2 - - 70
2%' x 1' X 2'/32 - - .74
3" x 2Y2" X 2% - - 1.02
Wx2" X 2 - - 1.11
3" x 1V2 X 2 - - 1.06
3" x 1V4- X 3 - - 129
3 x 3" X 2 - - 148
4 3Yi X 2% - - L.09
<" x 2Y2" X 3'h2 - - 1.95
4 x 2" X 3 - - 1.95
5" x 4' X 2 - - 5.20
5" x 3 X 3'/16 - - 4.63
6" x 5" X 311112 - - 728
6" x 4" X 3% - - 706
6" x 3" X 3 - - 6 -75
8" x 6 X 3 - - 19 -90
,
7
wrot copper / cast brass • PRESSURE
i
bushings
flush bushing
fitting to copper
fig. 9118 - R
•.._., H
Z al wrot cast dim. carton approx.
H quantity net wL
Y. Ye" X '/,6 50 _ a" X '!t6 50 O1
S' X 7 /72 100 .02 A X Ya 100 04
2 50 .03
X ' / t6 fe' X 3 /16 50 .04
2" X 7 /32 50 .07
'6 X 7 /16 50 .11
1' x V/: X % 50 .12
l' x YZ' X i5 /32 50 .22
l Ya' x 1' X 7 /32 25 .17
1 V2" x 1 Ya" X 5 /32 25 .22
2" x t V2" X % 10 .66
female flush bushing
fitting to female
fig. 9708
r
nominal
size
wrot
cast
dirt-
A
carton
Quantity
apwox.
net wt.
approx.
size
X
"l,c
100
.03
pack
net wL
X
17 /ti
-
.11
1" x V2_
.02
X
7, 132
-
.13
1 Y." x v:
.03
X
1'/32
-
.18
t 1F2 X t
13
X 1
I
-
25
adapters -.t
female adapter
copper to female
fig. 9103/9713
F- A J
nominal
wrot
cast
dim.
carton
unit
approx.
size
A
quantity
pack
net wL
X
7 /16
50
-
.02
t; X
3'6
50
-
.03
' a x 'k'
X
27 /72
50
-
13
]" X
11 1,6
100
-
.04
3 0 - X y" X
1
50
-
.10
7 x 1 /2 - X
7 /9
25
-
.09
le X' / a X
9 /16
50
-
.04
W X
27 /32
100
1000
.08
' 1 x 7"
X
1
25
-
.30
'2 X 3 1a X
71/32
50
500
.13
1 x 71 X
7 172
100
1000
.04
1 2 - x V: X
V2
100
1000
.05
Si x >✓: X
%
25
-
13
5 8 - x 'h" X
Vi
25
-
.09
' - X
17 116
50
500
.14
7i x t" X
1%
25
-
.19
3,- X Y2" X
5 4
50
500
.10
34- X 3`t"
X
V
50
-
.17
1"
X
3 '132
25
250
.22
1" x 1 V2_
X
1
10
-
.68
1" x t V:
X
1
10
-
24
1" x 34"
X
25 132
25
-
.19
t" x V2"
X
%
25
-
20
1 V."
X
IS/32
10
-
-34
t': X r
X
iSln
5
-
.98
1' a" x 1 V2"
X
1
10
-
.47
x 1"
X
71 /32
10
-
.33
1' a X a,
X
V'a
10
-
29
1' a' X Vi
X
; 1 14
10
-
.33
1V2"
Y.
1%
10
100
47
1 1 x _
X
1 '1 ;2
-
.i8
1' -2 X 1 ":
X
V1.12
0
-
_48
P = x 7 "
X
25 /32
10
-
.37
r
X
1
5
5o
.65
r X 1 v
X
1
5
-
r x l.'
X
27 /32
5
-
.69
.76
2Vz
X
1
-
-
124
3"
X
1
-
-
1.72
4'
X
i /,6
-
-
3.69
6
X
2'172
-
-
13.50
8"
X
2%
-
-
20.17
wrot copper / cast brass t PRESSURE
adap
male adapter
copper to male
fig. 9104/9714
a X
female fitting adapter
fitting to female I
- - fig. 9103 - 2/9718
i - -
- A A - nominal wrot cast dim. carton unit approx.
size A quantity pack I net wt.
nominal
wrot
cast
dim.
carton
unit
approx.
size
25 /32
A
quantity
pack
net wt.
%, X
X
50
_
100
-
02
Y.
X
- .06
Y2
100
-
.03
Y4" x Y2"
- .09
X
= :;
50
-
.09
11: x 34'
X
X
32
s0
-
.04
3 A
X
Y{ x 3 V: X
1 "h6
100
-
.04
3/.- x J,,
X
1
25 -
S0
-
.13
3 6 x Y2"
X
50 -
.15
100
1000
.09
3 K x 1i
25 -
X
-.
50
-
.04
''`
X
1 Yi
-_
100
1000
.07
14 x 1 -
X
X
1 x 3 4
25
-
.23
Y2 x L:
X
111
2
50
500
.16
V x -%
X
2i$ /16
- -
100
-
.05
12" x 114-
3Y4
X
2.47
50
-
07
%- x 1'4"
X
5
-
25
-
. 15
% - x Y2
X
-
_
25
-
.08
3 V:
X
228
50
500
.15
?6" x t Y2"
X
10
-
.60
3 1: x t v:
X
_
10
-
.38
3 /: x 1 -
X
_ ;:
25
-
.26
3/: X 1
X
- 3_
50
500
.10
1"
X
_' __
25
250
.24
I x 1%
X
=' ;:
10
1
-
.64
1" x 1'-:
X
:<
10
-
.40
1 - x 3 y:
X
_
25
250
17
1 -x112-
x
-
25
-
-u
1 11:
X
10
200
.36
1 x r
x
5
-
Ek3
1 W x1 v 2 -
x
=..
10
-
-50
1% - X t
X
10
-
.26
1v: x 3 :
X
10
-
28
1 Yz
X
a- ±
10 I
100
42
1 V2 x r
X
I
5
-
77
t Y 2 - x 1
X
1 0 l
-
.39
11� x ,-
x
1
10
I
-
42
1 - x 3y
X
10 I
-
.38
2- 1
X
i
: !
-
50
.67
2 x 2
1
Y +
E
-
-
1.; 7
2 x I k --
X!
5 1
_ I
.70
2 x 1'a
X
I
5
-
1.13
2Yz
X
1
'` -
5 I
50
1.10
21 x r
X
i
-
1.89
3-
X
, _
-
25 :
1.65
3''2 I
X
3 '`::
-
-
3.26
4
X
3 -75
s
J
X
_�> 1
- I
-
6.60
6
X I
2 1
- l
-
10.73
male fitting adapter
fitting to male !!
fig. 9104 - 219719
--- -
- A-- -
nominal
wrot
cast
dim.
carton
unit
apprux.
X
25 /32
s0
- .02
' /a"
X
%, X
1
50
- .04
3f+
X
V4 X
1
50
- .06
Y2
X
3 4 , X
1
100
- .09
' 12" x 3 /."
04
X
1
50
- .18
Y2" x 3 6"
X
Vz X
1 1 /4
100
- .05
3 / 4
X
Y{ x 3 V: X
1 "h6
s0
- .14
3 /: x 1"
.14
X
1
25 -
.29
3 V 4' X Yz
.05
X -
1
50 -
.15
1"
X
2'/32
25 -
.25
1" x 3 V:
2'
X
1 /32
25 -
.38
1 Yi
X
1 X
2K
10 -
.26
I Y2'
X
1 x 3 4
2 "/32
10 -
.37
r
X
111
2
5 -
.57
2Y2"
.43
X
2i$ /16
- -
1.74
3"
26
X
3Y4
- -
2.47
male fitting adapter
fitting to male !!
fig. 9104 - 219719
--- -
- A-- -
nominal
wrot
cast
dim.
carton
unit
apprux.
size
A
quantity
pack
net wt-
%, X
1 K
s0
-
.04
V4 X
1%
s0
-
.03
3 4 , X
1 Y4
s0
-
04
3 .S" X Yz X
1 ' 3 / 32
50
-
.07
Vz X
016
100
-
. 09
Y{ x 3 V: X
1 , -V,6
s0
-
.14
1 /2 x 3 6 X
is /x
s0
-
.05
X
1'S1K
50
-
17
X
1
1 25
_
2'
1 X
2Y.
25
-
24
1 x 3 4
X
1'
25
-
24
111
X
2
10
-
.43
1 Y: x 1 - X
2
10
-
26
1 Y2
X
2'
10
-
.62
r
X
2Y.
5
-
.96
2Y{
X
3
-
-
1-55
3
X
3
-
-
228
I
uni elbows
W union ell
copper to copper
fig. 9736
r
i
F�
H
A
nominal
size
-rot
cast
dim.
A
dim. carton
H quantity
approx.
net wt.
'12 -
A
A
1
7 /,6 25
.28
3 /4
I
X
1 *3 32
9 r,6 10
.39
1"
X
X
1 32
21 /32 5
.66
t'<
X
X
1'
5
1.00
1 t7
X
X
2' 16
7 —
1.39
2
3
X
2
1' /a —
2.50
female 90' union ell
copper to female
fig. 9738
1
r
s
A
nominal
wrot cast I
dim.
I dim.
Calton
1 approx.
size
A
A
S
quantity
net wt.
W
X
1' i
7 4
10
-35
;'
X
17 t6
1
10
.48
1"
X
1
lyi
5
.78
male 90` union ell
copper to male
fig. 9739
P
r i I
Z
A
nominal
wrot cast
dim.
carton
Calton
approx.
size
A
A
net wt.
quantity
net wt.
Y2
X
1' 32
1
10
_34
;'
X
1
X
10
.49
1
X
123 32
2
5
.78
wrot copper/ cast brass • PRESSURE
elbows 1
90' fitting ell
fitting to fitting
fig. 9105 -C A _
A c
T
nominal
wrot cast
dim.
carton
approx.
size
A
quantity
net wt.
W
X
1' 7r 32
25
.12
1
X
1'J'32
10
.20
1 Y:
X
2
5
.32
1 Y2"
X
2
5
.46
2"
X
2
—
.81
2Y2"
X
3
2
1.31
3'
X
3
10
2.05
90 street ell
fitting to fitting
fig. 9105 -1T
(_ r r
nominal
wrot cast
dim.
carton
approx.
S
A
quantity
net wL
X
11 1,6
50
.01
Y:
X
27 132
S0
.02
X
1 Y6
50
.04
f.
X
1
SO
iJ8
a
X
1 ''i,6
25
.11
X
1 "A6
.16
X
2'/,6
10
21
1
X
2Yz
10
.30
1 W
X
3
.45
2"
X
4'i
2Y2
X
5' /32
1
2.10
3"
X
6Y•
1
3.38
11
wrot copper / cast brass • PRESSURE
elbows
45° ell
copper to copper
fig. 9106/9740
9
nominal wrot cast dim.
size A
3/ 16 OA X '/32
'/6 X ii
6 o.d. X 5/,6
1 /a X 9/12
3/9 X 3/16
X 9/32
3e X "/32
V< X 11/32
1: x Y2 X " / J2
2�-
X " /,6
1 X 3/'6
1 x 3 W X n /16
1'G- X " /32
1 V2- X 19 /32
2' X 25/32
21/2 X 29132
3 X 1K
3V2- X 1V.
4 19/16
5 X
6- X 1
X
45= fitting ell
fitting to fitting
fig. 9106 -2 -2
-A-
carton unit approz.
quantity pack net wt.
$0 - .01
50 - .01
50 - .01
so - .02
$0 - .02
100 1000 .04
50 - .08
25 Soo .09
50 - .O8
25 - .20
25 250 .16
25 - .18
10 200 .25
10 100 .35
- - .64
30 1.02
15 1.58
1 - 2.32
1 10 3.35
9.57
1 17.00
31.00
I
A
a
elbows
-- 1
-- A --4
45' fitting ell
^
n SmZnal
fitting to copper
dim-
A
carto n
quantity
aPPro lc
net wt
�
fig. 9106-2/9742
�\
X
X
9 116
50
.01
'F P P j
t _
3
1 '
-
111,6
22 /3z
nominal wrot cast
dim.
I dim.
carton unit
approx.
size
A
8
quantity pack
net wt.
X
'132
' 32
25 -
.01
X
'
,6
50 -
01
_
3� X
3 /t6
=' 32
100 -
' i X
9 /32
= 32
100 1000
.03
.04
5�' X
"132
1
5o -
09
"hz
14 32
25 250
.09
1 X
15 /32
1' 32
10 -
.15
1' /a X
17 132
1 ' 32
10 -
.25
1'/2 X
19 /32
1 =` 32
10 -
.35
2 X
25 /32
2; ,r
- -
.65
2 X
`
2$ -.6
1 -
1.01
3 X
1
2
1 -
1_55
4- X
t
3" 3z
- -
4.52
female 45 ell
copper to female
fig. 9743
ss
nominal wrot cast dim ddram
size J SS
quantity net wt.
X 3 /,6 'S -16 25
15
male 45' ell
copper to male
fig. 9741
-- A --4
^
n SmZnal
wrot cast
dim-
A
carto n
quantity
aPPro lc
net wt
�
3 i
X
X
9 116
50
.01
'F P P j
t _
3
1 '
X
111,6
22 /3z
50
50
.03
no ir wrot cast
dim.
dim.
<app
X
15/3z
50
.04
size
PP
carton
J
r ox
. 10
quantity
net wt-
X
1 V.
25
X
29/2
3 ',c 25
.15
l�-
X
31 /I2
' a 25
.10
12
.18
wrot copper cast brass • PRESSURE
elbows elbows
90 elf 90 long radius ell
copper to copper copper to copper
fig. 9107-C/9750 fig. 9107-LT
KK -
K
<
nominal
wrot
cast dim- Mm.
carton
uni
approx.
size
-P
ap prox.
size
K
k
y p ac k
K
KK
x
net
32
x
+
32
02
x
Ir's
32
- )0
2000
03
X
X
x
S
50
2000
-0-4
2 X 3 7! -
x
32 '7
32
-o
1000
o'!
X
32
;ZO
-0
500
.07
16
x
32
25
500
-10
X : 2 -
x
.03
32
50
500
.08
500
x
3j-
32
20
200
.2!
3z-
x
25
250
16
Si
x
X
25
-
.21
x
x
32
.09
200
-32
.3.
X
S
13
-
12
1 x 3.
2
1
X
3 -�, - x It
- 0
-
.3z
V- e
.13
x
x
.0
ZO
-2S
X
x
32
100
.11
Iii-
X
j, 3. , I-=
;2
5
-
.35
x
X
x
100
0
I x
.54
X
.20
.42
X
32
X
x
.38
2
x
11�
- 2
23 32 2
40
.63
2
x
x
1:3 , I?
.58
2
x
x
.86
2
2 2
x
:6�4
1 V2 X I ".-
x I
2
x
.49
t`%2 x I
x
66
2'i
x
.37
x
30
1.39
21. a 2
2
1.22
1 2
x
x
2 '- - 32 2-
233
.76
6
x
Y
2
15
1-99
x
3 --, 3
2-
-
Z
2.4A
2,9-1
10
4.
io
nol
n ominal
1wrot
cast
dim .
dim -
on
:an on
r'
unit
-P
ap prox.
size
K
KK
:uan ty
net
x
+
32
;0
.01
Ir's
x
2
50
- d
46 O.d.
X
x
z
50
.01
.02
x
32 '7
;ZO
.02
3,
x
16
:;0
.05
x
x
•3 32 2:1
.03
V
X
32 3 ;:
500
.08
3j-
x
_3'6 13_
-
.06
.03
Si
x
-,3 32 1
.11
5 % - x
x
16
.09
S- X 3s7
x
.3.
07
X
2
1
.t6
3 -�, - x It
x
1'i 13 ;:
7-
_ !
.13
3 -i - x'}
x
--6 1' -
ZO
Soo
Ij X 3,-
x
'I
.10
Iii-
x
� x
�
j, 3. , I-=
.08
.27
I -
x
X
100
.28
I x
X
200
.20
.15
1�-
I x I
X
x
11�
X
23 32 2
so
.46
I
x
1:3 , I?
-33
x
I
x
2 2
:6�4
1 V2 X I ".-
x I
2' 2
.49
t`%2 x I
x
12?! 1
.37
x
2 2;' t:
2 2
25
25
2
1.22
1 2
1 `2
x
2 '- - 32 2-
.76
6
-
2 x1,
Y
59
L
3 --, 3
-
Z
2.4A
4-
-
3.32
5 5'2
4-95
95
4
521
7 . 4 0
13
wrot copper / cast brass • PRESSURE
elbows
90' fitting ell
fitting to copper
fig. 9107- C2/9752
i� K
nominal
wrot
cast I dim. I dim_
carton
unit
approx.
size
'
K L
quantity
pack
net wt.
"e-
X
13 /32 15 /,6
100
-
.03
IT
X
36 1'116
100
1000
.04
V4
X
21 /32 1
25
500
.11
1
X
21 /32 13'
25
250
.22
11/4"
X
1 2 Vi
10
100
.32
"2
X
1 2i
5
50
.46
2"
X
1 % 2
-
40
.86
21/z
X
1 29 /32 3
2
-
1.39
3-
X
2 3
1
-
2.06
4
X
225/J2 4
1
-
4.00
6-
1 Yfs
X 3 7'116
-
-
19.00
90' fitting ell
fitting to copper
fig. 9107 -21-T
�/ r r r ���
� -A�
r -=
B
nominal
size
wrot
cast
dim.
A
dim.
8
carton
quantity
approx.
net wt.
'
X
X
Y2
13 176
So
.01
carton
X
approx.
17 112
27 132
So
_02
= x 'i -
X
1' 2 x t'..
X
1 1 /4
50
.03
't
X
X
7 /a
1
t l0
.04
2 X ;e
X_
22712
" Ac
1 S /1
50
.lx
"2
X
5'
13 /3Z
1 1,c
5C
-C-8
3% x /2
X
1
15 /16
1l'6
50
.06
S1
X
5.56
17 732
1
50
.11
I. -
X
X
1 Vs
1'
25
_17
.16
X
1 Yfs
2%
10
.18
-
X
'2 x W
17 /32
1
25
.10
c
X
. 20
1
2 %6
10
.23
t-
X
1
2%
10
.31
Y2
X
50
1V.
i'S /
10
23
X
X
21 32
2' 13z
2
5
.45
14
elbows
wrot
cast
dim.
V
dim.
S
carton unit
quantity pack
fig. 9107 -2LT (con't)
'
X
13 /32
nominal
wrot cast
dim.
carton
unit
approx.
size I
I
A
(quantity)
pack
net wt.
1' 2 x t'..
X
2 3z
336
5
.50
1'2
X
2" 32
3
5
.64
2
X
22712
41/4'
-
1.23
2' 2
X
T ,c
5'
1
2.11
3
X
4 32
6M.
1
3.39
3' 2
X
4
6
1
5.56
4
X
52s 3:
8
1
7.88
female 90= ell
copper to female
fig. 9108/9753
Y �
S
r '
nomina;
size
wrot
cast
dim.
V
dim.
S
carton unit
quantity pack
approx.
net wL
'
X
13 /32
9 16
50
-
.06
X
1fi
"',6
-
-
.08
31 <
X
7/16
" 16
5o
-
.09
_
31j X 3ti
17 /32
1
50
-
.21
3 i x
X
9 /16
13 ,6
5o
-
.13
3 i x w
X
3 1'6
2 '. 32
50
-
.07
' 2
X
21 132
1
25
-
.13
X
9 A6
's
50
500
.16
X
3.
1,.,3z
10
-
36
'2 x W
X
I, /16
' - .6
50
500
. 20
z x 3S
Y
Y2
' ,c
50
500
A4
' i x V.
X
3S
21 32
50
-
.09
'4
X
1 V.
2' ,c
10
-
29
''
X
"/
1
25
250
-26
3, x I V.
X
13 /,6
1'$
5
-
64
3; x 1 -
X
13 1,6
1'1.
10
-
.35
1' x
X
9116
" ,C
25
500
.19
1
X
10
100
.44
1 x IV.
X
1S /,c
1 '-'.c
5-
-
.57
t x 34"
X
10
-
23
1 x 1Ft
X
91,
1 t1.
10
-
.26
wrot copper / cast brass • PRESSURE
tees tees I
tee
copper to copper copper fig. 9111/9770 (con't)
fig. 9111/9770
�t
V.
1 nominal rot cast dim. dim. dim. carton unit approx.
`e T F_ U size T U V quantity pack net wt.
3.4 X 17 /32 " 132 " /32 25 500 .17 '
nominal w cast dim. dim. dim. carton unit approx. 3 /4_ x 3, <" x 1" X '/a ?'a 34 10 100 .31
size T U V quantity pack net wt. 3a_ x 3:" x 5 11" X ' ' '/32 11 /,6 10 - 17
3." x �:" x 1 /2" X ' /16 '71 "/32 25 500 .14
1/' „ 32 W32 3 b 50 - .03 3 'a x 3 /4 - x 35," X '/16 ' /16 - 2i h2 25 - .13
X ' /.- x Y2- S •; 9 /16 " 32 50 - 14 X 3 ' < X Y," X % 23
X /a S X ' 32 1 '/32 5 ' 16 50 - .04 31 X 1� X 1 /g X 2 /16 , /,6 7 /6 25 - .14
x /,6" o.d. „ 32 "/32 ' 50 - .03 ;: x 5 /e" x 3: X „ h2 "/,6 "/32 10 - .17
X V. X Ya_ • „ 72 "132 t5 '32 50 - .03 3'a" X X 5 /e" X " /32 23 !32 "/16 10 .17
' = x 1 ;" x 3 /,6 o.d. „ r. "/u 50 - .03 3 /a x 'h x 3: X 11 /32 25 /32 " /32 25 500 .17
' x 5, ,s o.d- x V." ': 32 'S /3z 3 ti 50 _03 Y - x Yi x Y2" X '/ ";16 "h2 25 500 .14
Y: x ` o_d. x 5/,6. o.d. „ 32 , s /u 15 3z 50 - 03 3 / , " x' /z x �" X ?'16 2i /32 21 /32 25 .13
x ' /a" x Y! „ ;2 "732 3 '8 50 - .03 3'< x -h x 3': X "/u X3 116 iz hz 25 .16
x 1 /a" x Ya 11 32 "732 t2 50 - 3': x 3 A - x Yz" X % 23 ", 13
3: x 3b_ x 3S" X '/16 23 /32 21 /32 25 .13
36" „ 32 "h2 5 +,6 25 1000 .04
35• X 3 '" x 3 ' : ! •6 13 /16 17 h2 25 - 16 ' /a" X 23 132 23132 23/32 10 -
.31
;.- x34" X V2- \ 1 V2 ,1 :32 50 - .06
3 2 3 50 - .04 1 X 3'. 3'a 3'. 10 100 .32
It x 'a x 51 , 6 - o.d. \ " 32 ''/32 t5 :32 50 - 04 1 x 1" x 1 v2 X 1 "/u 1 "/32 1 5 .65
3 s x 34" x vs- \ I ,: 32 "132 79 /32 50 - .04 1 x 1" x 1Y: X 1 1 29 /32 5 50 .45 I
3'a x 3 s x 3 1,s o -d. i " 32 "/32 9 '16 50 . 04 1" x 1" x 3': X 21 /32 2 ' /32 3. 10 200 .27 1
3 5 x V: x 3a" \ " 32 1 '!32 5 , - 16 50 - .04 1 " x 1" x 4t" X 2 V 32 21 /32 3 /a 10 .27
3 5 - x V: x v.' \ it 32 "/32 t61 32 50 - 04 1 x 1 V2" X t5 /u ' /32 27 /32 10 200 .22
3 5' x v: x'.' \ „i2 „ J32 ' 50 - 04 1 x 1" x 3i" X ,5/ 'she 29 /32 10 .23
3 N - x 5 , s - o_d. x h \ " 3; ' %/32 5 :,6 50 - 04 1" x 1" x Y: X 15 /32 's /u 1 10
23
3.'X Yi" x xL" \ „ 32 '9/32 S �16 50 - .04 1 x 5A- x 1" X 3 /a 1'/32 3'a 10 - .24
•1 x 1 /a x '/, \ " 32 ' ' 50 - 04 1 x 3a" x 5 �a" X 2, / 1 s /,6 7 /1 10 26
x ? i' x Iw \ + '; 32 ' 50 - 04 1' x 3': x 1" X 3a .� 3. 10 700 .32
t" x 3: x �: )( r,3 ,a /,6 34 10 200 .27
" X „ 12 1, 32 „ 32 100 1000 .07 1 X 3/ ` x 5 ,f," X 5 /i 25 132 'h 10 .2g
'< X ! - x 1 1 t t i l a 10 - .20 1" x 3': x :4" X ,5 /32 2, /32 23 /32 10 100 .21
Y2' x i, \ , 3. 3 i I 32 25 1250 .16 1 x y: x 3Y X 5132 2, /32 29 /32 10 - 2
x \ "3:;' 32 25 10 1 x Yi x1" X 3'a 1
' 2 x '•4 - x 3t "
32 •, 32 3a I I 1 ✓a 10 100 31
2 . 1" x Yz "x34" X 2t /u '/a 3'. 10 t5O4
x Y2" X V. '' .06 1" x Yz" x W X 's 2s 23
'z X3s'X% a '+ ,2 „u - i 132 /u lu 1
1 _ .06
�'_ X i x 317" x 3ti" a " 12 ; u J6 50 ! - 06 1 V," X '/a �Y6 29 /32
`." x l:" 1, ,. 32 i . - u „ 32 50 j O6 7 Y." x IV.' z 2" X 1 2532 1 zs „
/3
':- X '4" x Yz. ,. - i a 32 /32 1 2 -
_ �. " 3. ; ,c " 32 i 50 06 1 Y: x I V.- x I v2 X 1 1 1'1,6 2 x ., x 3 t - a +, _ _ ' - 32 " t1 50 -. _06 ,Y, x 1 V: x 1" X 2S /32 -'5 /32 2 132 ' x '• x '„ X 11 : 32 32 50 - 06 1 /, x 1 V. x 3 1. X 2i /32 21 /32 '/a 1 VA x 1 Y. x Yi X '/2 V2 29 /32 a x: i x3a" Y ! 5 1 25 10 l V." x ? t <" v `;:! 12 3 , 1. - j 30 :!', - 1 �1 5
S 3 I 1 x i
k 23 1t) 29 32 5 ' $� _a6
55 [ 50 ; '/2- a ,- 32 i - - . i6 1 Ya" K t" X V :. '5!72 '/6 29 /32 5 40
57 I
s, 3 _ ' 32 23 32 177 .15 1'::" x 1" x 3i X `'/32 25 /32 'a 5 50 .35
K xs z a .
5, -_ X - , i 10 - 10 1 Y: x t x VZ X '/2 s. 29/ 5 .30
s r a 51/- x X - - 10 - 10 I V. x L: x 1 v: X s 291 .46
5. a 2 i s o _ X j "_: 3 ,6 19 32 1 0 i .15 1!: x L. X 1" X 25 12 1'/32 32 5
X I I 10 - 32 29 ;32 5 - 40
s a ,z x 3 10 1'/< x 3:" x 3:" X 21132 1$ 116 'L
X 9 3: 3, 6 ' 10 . - .14 lY < "x3: - X V2 X -1 31 _5 _� .
5' l 1 6 - x 5.a- '/2 3',
s. a 3a- x tz X ,9 ` `6 19 32 10 - .13 1'/. x 1 12" x 1 Y.' X Yi 1 29 /32 5 - .46
3z .5 16 3 a 10 - .13 1 x Y2 x 1" X 3: 3i '; 5 - 47
5 a 'e x 3 a - X
9 :2 - 32 27 32 10 - .14 1' /. x Vi x Y2 X 9 1,6 5 /E 1 5 - .55
17
wrot copper / cast brass * PRESSURE
tees
x
1
1 132
1":32 -
40
1.21
2 - x 2" x 3"
tee
X 1 1
1516 -
-
3.11
2 x r x 2112
x
2
copper to
copper
to copper
1.95
r x r x 1112"
X
1
fig. 9111/9770 (con't)
1 h -
40
1.03
2 x 2" x 1 vi
x
nominal
wrot cast dim.
dim.
dim-
carton
unit approx.
size
27/3
T
U
V
quantity
pack net wt.
1 Y2
X
1' 3z
1'/32
V. :16
5
50
.67
1 x l Y2 x 2 112'
X
12 531 1 25/32
113 32
-
-
3.84
1' /z X I Y2 X r
X
1
1 �s
1" 32
-
-
1.18
1 X 1 Y2 X 1 Yi
X
29 32
29 132
1 ' , 16
5
50
.59
1' /I X 1112 X 1
X
25; 32
25 /72
11j 32
5
50
.52
1 x 1 12 x V."
X
"' ,6
" !,6
1':32
5
50
.44
11/2 X I t7 X 112"
X
1i
;�
1'.32
5
5o
-41
1112 - x 1 x 1Vi
X
1' 32
13,16
11
-
-
.67
1112" x 1 x t Y.'
X
29 :'32
1'11
V 16
5
50
.55
1' -i X 1':< X 1'
X
25 32
29 /32
V 32
5
50
.52
1'7 X 1' -'< X 3 /4 -
X
" 16
17 :16
V 32
5
So
. 44
1'12 x 1'•' <" x Yz"
X
.81
s4
V u
5
-
.42
1Vz x 1 - x 1
X
1'132
1t' /32
1 "16
5
-
.67
1''2 x 1 1 Yi
X
29 1'3
1
1':16
5
-
.59
1'-'2 X 1 X 1'
x
25 132
1
1'•32
5
So
.50
1 x 1 - x 3 /:
X
111 16
29 /32
V!32
5
-
.46
1't ? x 1 X 112"
X
1 /2
23 13
1':32
5
-
.41
1 V2 X 3 /. x l yZ1
X
1 '!32
1
1;16
5
50
.67
114 X 3 /: X 111:
X
29 x32
1
V 16
5
-
.57
1'2 x V. x 1'
X
zs /32
1 5 /32
1''32
5
-
.51
11.12 X V. X Va
X
"/16
1
1'41
5
-
.45
1 x V: x 114'
X
v2
29 /u
It- 32
5
-
.40
1'n x 112 X I V2'
X
1'/32 11
31,2'
1':16
5
-
.69
2
x
1
1 132
1":32 -
40
1.21
2 - x 2" x 3"
fig. 9111/9770 (con't)
X 1 1
1516 -
-
3.11
2 x r x 2112
x
2
2
1 32 i
dim.
1.95
r x r x 1112"
X
1
1 /u
1 h -
40
1.03
2 x 2" x 1 vi
x
1 5 1 1 6
15/16
1 " 32 -
40
.93
2 X 2 x l
x
27/3
27 132
1 32 -
50
.90
2 2" x 3 A
x
19 /32
19 132
11;. -
50
.78
r x r z 114
X
-9 132
19 1x2
1 -
50
.79
2 x 1'/z x 2"
X
I 1
141[
1 u -
-
1.19
r x i v2- x 1111
X
1
1
1 %� -
25
1.00
r x t Y2 x l Yi
X
1 $ /16
1
1 "! 32 -
-
.92
r x I x 1
x
27 122
1513
l is-.6
111 22 -
-
.89
r x I %- x 3Q"
x
21 /1
31 /32
1 -
-
.81
2 x 1V2 x 16
X
191 32
1
-
-
.79
r x 1'. x r
x
1
1
1 -
-
1 -20
2 x 1':. x 1114
X
1
117 13
1 -
-
1 -02
r x 1'; x 1 V:
X
15 1,6
1
1" 32 -
-
.91
2 x v_ x 1"
X
27 / 3 2
1
1" 32 -
-
.91
2 x 1'_ x 3 /:
X
21,132
1
1 -
-
.81
r x 1'_" x v2
x
1 /u
19 /32
1 % -
-
-78
2 x - x r
x
191 32
119/37
1 -
--
1 .20
2- x - r.:V2
X
X
Is 32
V 32
2
:.1
2 x 1 : v."
1 -35
X 7 /6
X
2
1 32
2 5 :,6
2 x 3 _' x 2
�
X
+
'
A
1
1 1 ' .32 -
�
-
1.23
2' '%7 x r
x
19 132
1 t / 1" 32 -
- I
1 -20
tees
X
1
1
2' 132
-
15
fig. 9111/9770 (con't)
3" x 3 x 4
X
2" 32
2 "'32
nominal
-rot cast
dim,
dim.
dim.
carton unit
approx.
size
121 32
T
U
I
V
I
quantity
I
pack
net wt.
2
x
V`32
1
1 ?%
131
2
20
2.26
2V2" x 2 x r
X
1's. u
1 32
12, 132
1
2
20
1.98
2 x 2 x 1' /2
X
1 ' 5 '3z
13 32
1 -'32
1
2
30
151
2112 x 2 x 1 V.
X
j 3z
1 l2
1 3 32
1
2
30
1.53
2' /z x 2Yz x 1"
X
27 32
25 3
25 '32
1 V.
2
30
128
2 x 2'/i x V:
X
2- 3z
25 32
75 "32
1
2
30
125
211 x 2 1 /2" x y 2"
X
2t 32
25 32
75 :32
2
2
-
1 -22
2112" x 2 x 21/1
X
2" ;2
1 32
2
1
2
-
1.99
2 x 2" x 2"
X
129 32
1 32
2
1
2
20
1.91
2V2 x 2 x 1
X
1332
1 32
111 32
1
2
-
1 -5
2112" x r x 111.
X
15 t6
1 32
1" a
1
2
-
1.57
2Yi x 2 x 1"
X
t3 K
25 32
V 32
1 34
2
-
1.35
2 x r x V ."
X
2' u
25 32
19 :32
1
_ 2
-
1 -35 -
2Vz" x r x Vz"
X
2
Is 32
V 32
2
2
-
1 -35
2V2" x I V2" x 2112
X
2
1 32
2 5 :,6
1
2
-
1.97
2Y2 x 1 Vz x r
7
X
V-
1's:
1 V2
-
-
202
2V2" x 1 Vz" x 1 V2
1
X
1
1 '.'32
1 V2
-
-
1.76
2Y2' x 1 V4 x 2 yz
X
2 3
1 32
2
1
2
-
1.97
2V2" x t x 2112"
X
2-s
1 32
2
1
2
-
204
2Y2' x 3 /4' x 2Y2
X
1
1 32
2" 16
1
2
-
200
2V2" x V2 x 2112
"1 12'
X
1
2 "3z
1 V2
-
-
2.45
3'
X
1
1
2' 132
-
15
3 -37
3" x 3 x 4
X
2" 32
2 "'32
1
-
-
6.96
3 - x 3 - x 2Vz
x
1 u
121 32
2
1
-
3.12
3' x 3' x r
x
1 1
V`32
2%
1
20
228
3' x 3' x 1Y2-
X
115 32
1's. u
2
1
20
232
3" x x x 1y.-
x
its 32
1 ' 5 '3z
2
1
20
2.31
3" x 3" x 1"
X
22 32
j 3z
2'!16
1
20
1.84
3" x 3" x 3 /4'
x
27 u
27 32
2
-
20
1.77
3" x 3" x Y2 .
X
Z 32
2- 3z
2
1
-
1.82
3'x 2112" x 3"
X
2
2t 32
2
t
-
3.32
3" x 2112" x 2112"
X
1 u
2" ;2
1
1
-
3.12
3" x 2114" x 2"
X
its 1
129 32
2%
1
-
229
3' x 211E x 1 Yz
x
1
1332
114
-
-
253
3 x 2112" x 1t4'
X
7%
15 t6
1
-
-
223
3'%21/{x1"
X
34,
t3 K
1
-
-
2.17
3' x r x 3
x
1 32
2' u
1 1 5 1,46
t
-
3.12
3" x r x 2114
X
1 32
2
1
1
-
3.06
3' x r x r
x
1's 1
2
2%
1
-
2.31
3' x r x 1w
x
7
1'.
13A
-
-
2.43
3" x 1 Vz' x 3"
X
1
2 32
VS/16
1
-
3 -13
3" x 1 Yi x 3
x
1 u
2 3
1'
1
-
3.06
3" x 1" x 3"
X
2 5 /72
1
2-s
2
1
- I
2-69
3 x V. x 3"
x
2
1
2 5 /32
'
267
3 x V2 " x 3"
X
"1 12'
3_
17,
-
I
4 - 46
3
X (
12"
'2 12'..
31,2'
1 �
- I
520
18
tees
fig. 9111/9770 (con't)
nominal I wrot • .c
size
4
4"x4
4 x 4 x 2Y2
4 x4 - X2'
4 x 4 x
4'x 4
4 x4 "xi"
X
4- x4 x
4 x 4 x Vz" X
4"x3 - x4 - X
4 - x3 - X
4 x 3 x 2V2 X
4 3 2 X
4 x 2v2 x 4 X
4'x2v2 - x2Vz - X
4'x2 - x4" X
4 x 2 x 2
4 X 1 V2 x 4
4 x1 - x4"
5
5'x5
5
5"x5
5'x5'x2'
5 x S x 1 %-
5 - x5 - x IYi
5 1
5 x5
5 x4
5'X4
5 x4
6
6 - 26 - x$
6 X 6 X 4 -
6'x 6 x 3
6 x 6 x 2v{
6"x6 - X2"
6 x 6 x t vz
6'x6 - x IY.
6 - x t
6" x 6 x 3:
6
6 x4 - x4 -
8 X8
S 8
dim. dim. dim. caon I unit 1 approx"
T U V quan pack net wt.
X 2
2 3 . 3z 2
2 8
1 5
8
X !
2'132 2
2'" 32 1
1 -
- 4.94
X 2
2'h2 2' 32 3' 32 1
1 I
I - 4.81
X 1
1 1 "- 32 2 32 1
1 1
1 =
= 4
X 3Ye 3's 31e 1 - 16 "00
X 3 3 32 3 - 1 - 18.55
X 3 3- 3 - I - 18.50
X 33 /32 3 r. 3t - ! - 15.50
X 3 3 3z 3 ": - 17.50
X 3 3 3z 3 - i - 18.00
X 3 3 r 3 - l� 18.70
X 3 3 3z 3 - - 17.40
X 3 3 3: 4 - f 17.75
X 3 3 sz 3 - + - 1857
X 3 3 3 - ; - 16.60
X 3 3 3z 3 - - 17.00
X 35, 3 3 - - 29.00
X 3Y, 2 as 3;c - - 2128
X 2v4 2" 3: 3'r. - 18.50
X tv. 1" - f 3 - 1 16.40
X lY2 i - f 3 - , - 14.56
X 114 t 3 f 3 - - 13.63
X 1 29 32 3 1
- + 22.00
X 1'/16 1' • f 325/32 i - 21.00
X 191 '6 1' -_ 313h, - - 20.50
X 1 1 if 32913. 22.00
X 3% 3t •f 3 5 15 - -
- � 25.13
X 2V4 2 3: 3Y. 17 "00
\' 413116 4!3 ._ 14,3,10
=' t 1
X ^6 a 3 3"1 _2 - - 50.00
X + 4'3/16 413'e 1 , .,3, ' 59.00
4 4' 5t - I - 1 57.50
wrot copper / cast brass • PRESSURE
tees X
fitting tee
copper to fitting to copper
fig. 9111 -2
t
r
i �'gII C
[ A a
nominal wrot cast dim. dim. dim. carton approx
size A 8 C quantity net wt
1/2 X "hz 1 " /3z 50 .06
3/4- X 17 115/ '132 /z /3z 25 .17
tee
copper to female to copper
fig. 9771
' - 'H =s -
nominal wrot cast dim. dim. diem. carton unit approx.
size V S H quantity pack net wt.
3 'c X 7 116 "A6 5 116 50 - .11
X 9 /16 7/` ]16 50 500 .1
Y2 x 3': x Yz X 9 114 1 /lc 25 250 27
Yz x 31, x 1h X 'As 34 50 - .14
X " /lc 1 25 250 .31
3: x 3i x W X 21 132 29 /32 25 - .25
3' X V2 X 3' X 9/ 15116 25 250 24
3/4 X Y2 X Y2, X 9/16 7� 25 - 21
X ' 1Y4 32 10 - .52
1 - x x 1 X 23 /32 1 23 /32 10 - .46
1 x 14 x 1 X 34 1K 34 10 - .41
1 Y: X 1 1 % 5 - .70
1 v: x Via x 1 v: X % 1 /sx % - - .59
1 Yi X V2 x I V." X % 1 7/4 - - .56
1v2 X 1% 1 1 5 - 1.00
I VZ X 3'i x l V2 X 1 1 1 5 - .93
l Yz X Vz X ! V2 X i 1 I 1 - -_ - .75
2 X 1% Fi l,
1.7'G
2 x2' X 1 Y4 2 - I - 157
Y.
2 x - x 2 X 1 Y4 2 1.48
19
wrot copper / cast brass • PRESSURE
tees X
fitting tee
copper to fitting to copper
fig. 9111 -2
t
r
i �'gII C
[ A a
nominal wrot cast dim. dim. dim. carton approx
size A 8 C quantity net wt
1/2 X "hz 1 " /3z 50 .06
3/4- X 17 115/ '132 /z /3z 25 .17
tee
copper to female to copper
fig. 9771
' - 'H =s -
nominal wrot cast dim. dim. diem. carton unit approx.
size V S H quantity pack net wt.
3 'c X 7 116 "A6 5 116 50 - .11
X 9 /16 7/` ]16 50 500 .1
Y2 x 3': x Yz X 9 114 1 /lc 25 250 27
Yz x 31, x 1h X 'As 34 50 - .14
X " /lc 1 25 250 .31
3: x 3i x W X 21 132 29 /32 25 - .25
3' X V2 X 3' X 9/ 15116 25 250 24
3/4 X Y2 X Y2, X 9/16 7� 25 - 21
X ' 1Y4 32 10 - .52
1 - x x 1 X 23 /32 1 23 /32 10 - .46
1 x 14 x 1 X 34 1K 34 10 - .41
1 Y: X 1 1 % 5 - .70
1 v: x Via x 1 v: X % 1 /sx % - - .59
1 Yi X V2 x I V." X % 1 7/4 - - .56
1v2 X 1% 1 1 5 - 1.00
I VZ X 3'i x l V2 X 1 1 1 5 - .93
l Yz X Vz X ! V2 X i 1 I 1 - -_ - .75
2 X 1% Fi l,
1.7'G
2 x2' X 1 Y4 2 - I - 157
Y.
2 x - x 2 X 1 Y4 2 1.48
19
19
OWN
-ILr-- Ire
.�, MR
Aa
FIRE
S P R I N KL
E 'S
. . . . . . . . . . .
.
g
Now
A
-4 WSW
g
w 5
tit
PER DEVELOPMENT .�ASSOCIAn 4E
bN'
R H.
I- WIN
W
M�
Aa
FIRE
S P R I N KL
E 'S
. . . . . . . . . . .
.
g
Now
A
-4 WSW
g
w 5
tit
R H.
M�
QE �-
t Wolt,
...............................
Aa
FIRE
S P R I N KL
E 'S
PefQrmance
The assured performance
offered by copper fire sprinkler
systems is important to every-
one involved — the architect,
engineer, building owner, con-
tractor, insurer, and fire service
personnel.
Copper tubing exhibits excel-
lent resistance to damage from
internal and external corrosion.
It does not develop internal
surface roughness or experi-
ence a gradual narrowing of
the passage caused by internal
corrosion. The potential for
plugging of sprinkler head ori-
fices and small diameter
branch lines is significantly
reduced with copper tube since
the normal thin, protective cor-
rosion film in the tube bore
does not flake off. This also
reduces the need for periodic
Al
Z
0 60
0
O
LL
n 30
C:
20
iiN
maintenance flushing opera-
tions. Copper is also highly
resistant to external sources of
corrosion, including exposure
to moisture, most chemical
fumes, process vapors and
similar atmospheres.
The superior flow capacity of
copper permits reduced cross -
and feed main - sizing in many
hydraulically calculated sys-
tems. In pipe schedule systems
this advantage is reflected in
the increased number of sprin-
klers permitted by applicable
standards for copper lines of
two -inch and larger. Further-
more, NFPA recognizes the
use of 3 /4 inch copper tube in
sprinkler applications while the
minium size requirement for
steel pipe is one inch.
Pipe Material Flow Capacity
Normal Pipe Size - CTS
1 1 1A 1 1 /1,
✓:
80
70
t.
60 0
0
r-
50 -cn
CL
to
4O 2
LL_
30
C0
20
10
MCopper 4 - 2 - 1 .Polybutylene ®Sch. 40 Steel
Figure 9. Comparison of Flow Capacities in 3 common types of pipe.
Copper is an inherently -safe
material. It will not burn or sup-
port combustion, nor does it
decompose to toxic gases.
Also, it will not carry fire
through floors, walls and ceil-
ings. A copper system main-
tains its integrity.and ability to
carry water where planned
when exposed in a fire situa-
tion. Copper tube will not dete-
riorate with age or become
embrittled and fail, but remains
effective for the life of the in-
stallation. Should any part of
the system be damaged, it can
be repaired quickly and easily,
often by soldering or brazing in
a new piece. Tees for new
sprinkler drops can also be
mechanically formed in place
using hand tools.
C.1
3. Friction Losses: Fittings and Valves
Tabl6 3. Allowances for friction loss in fittings and valves expressed as equivalent length of tube (feet)
z
4. Tube Bending Guide
Table 4. Bending guide for copper tube*
6. Hanger Sizing
Table 6. Hanger sizing
5. Hanger Spacing
10
NFPA 13, Sec. 3 -1.1.7 allows bending K and L copper tube.
NFPA 130 and 13R have no restrictions on bending copper tube.
Bending done with mechanical tools.
- ADOve 2 -inch, use the same SPS hanger size as the tube size.
Table 5. Hanger Spacing
Technical Data
not widely used. Types L and K
are used where bending is re-
quired. All copper tube is avail-
able in drawn (hard) temper in
straight lengths (ordinarily 20
feet long). Types K and L are
also available in annea:ed
(soft) temper, supplied in either
20 -foot straight lengths or in
100 -foot coils for sizes up to 1
inch and 45 -foot coils for sizes
up to 2 inches.
Wrought and cast copper
and copper alloy solder joint
pressure fittings are accepted
by NFPA 13,13D and 13R.
These are available in a wide
choice of configurations for use
with each type of copper tube.
Contents
1. Physical Characteristics of
Copper Tube
2: Friction Loss Tables
3. Friction Losses: Fittings
and Valves
4. Tube Bending Guide
5. Hanger Spacing
6. Hanger Sizing
7. Soldering and Brazing
8. Material Specifications
1. Physical Characteristics
of Copper Tube
For use in fire protection
systems, three types of seam-
less drawn copper tube (Type
K, L and M) are currently ac-
cepted by NFPA 13, 13D and
13R (Section 3- 1.1.4, 3 -3 and
1 -5, respectively). For all three
types, the outside diameter is
equal to the nominal diameter
plus 1 /8 inch. However, wall
thicknesses (and thus inside
diameters) vary. Type M cop-
per tubing has the thinnest wall
and is also the least costly.
Type .L is the second thinnest.
Type K tube has the thickest
wall, the smallest inside diam-
eter, the greatest cost, and is
Table 1. Physical characteristics of tube, types L and M
I Frictibn Loss Tables
Table 2. Friction loss (psi per linear foot) for types L and M copper tube with "C factor" = 150*
Velocity: ❑ o -1 o feet per second F] 11 -20 feet per second
G m A
'
m,
f
GPII L M
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i
7. Soldering and Brazing
Information
NFPA 13 (Section 3- 1.1.1),
and NFPA 13D (Section 3-3.6)
and NFPA 13R (Section 1 -5.6)
recognize the use of 95-5 tin -
antimony solder for the joining
of wet -pipe copper fire sprinkler
systems.
For all copper systems,
NFPA 13 (Section 3 -12.4) rec-
ognizes the use of filler metals
for brazing which withstand
higher temperatures. NFPA 13
(Section 3- 1.1.1) allows the
use of BCuP -3 and BCuP -4
brazing filler metals. For more
information, refer to AWS. A5.8,
( "Specification for Brazing Filler
N,etal ").`
Excellent results are attained
in using a non - aggressive sol-
dering or brazing flux which
should be applied sparingly in
a thin, even coating to both
tube and fitting. The fluxes
used in brazing are different in
composition to soldering fluxes
and cannot be used inter-
changeably.
The American Society for
Testing and Materials is con-
sidering a standard for solder
flux performance. It is impor-
tant that solder fluxes meet the
requirements of this standard,
so failures due to cormsion
from aggressive flux will not
ocCUr.
ANSI: 0.;neri _an Nafional Standards
Institute. kic 1430 &oadway. KY.,
NY 10018.
ASME: The American soprttr for
Mechanical Engineers. 345 E 47
SL. N.Y., NY 1oo17.
ASTM: Mw-can Society for Testing and
Materials, 1916 Race St,
PteadeVia, PA 19103.
'AWS: American Welting Society, 550
N.W. LeJeune goad, Luarn, FL
33126.
s'LS{ u� .. _-;- •- '�i✓- ��.. s"4`R d'r - � -..:.
Table 7. Typical consumption of solder per 100 joints z
8. Material Specifications
Table 8.
Specifications for. tube, fittings, solder and brazing alloys and flux
Tribe
.Seaintess CoPO'br Water Tube } 4 -
4= General RequIf�emefrts for
Wrought Sezurless Copper ard= :-
Cop* Alloy Tube
CopperDraina Tube '
Ft_T_nNG_ .. A;V.
CastcopperIloy Solder i
Caa. k
Frelyt;rJ
wa uwn - •.E
Pine Paves and
kLS: _-
R-3 or J
B
� 5-
ASTM B 88 '= .
/�STM .B 25i
ASTM B 306
C -
ANSVASME 616.18
.. >
ANSVASME 8= -16.22
AINSI /ASMEE B'16.24
JVSVAWS`A ";
11
TO ce
INCORPORATED
CORONA, CA . (714) 737 -5599 69
FIG. 200
"TRIMLINE" ADJUSTABLE RING HANGER
Size Range - 1/2 thru 8 inch pipe.
Material - Steel, Mil. Galvanized to G -90 speci-
fication.
Function - For fire sprinkler and other general
piping purposes. Knurled swivel nut design
permits hanger adjustment after installation.
Spring tension on swivel nut holds it securely in
hanger before installation. Swivel nut is easily
removed.
Approvals - Underwriters' Laboratories listed and
Factory Mutual Engineering approved. Conforms
to Federal Specification WW- H -171E, type 10, and
Manufacturers Standardization Society SP -69,
type 10.
Maximum Temperature - 650 °F
Finish - Mil. Galvanized, HDG, and Stainless
Steel.
Order By - Figure number and pipe size.
L-4
PIPE
ROD
401;
14
STOCK
MAX.
REC.
APPROX.
WEIGHT
SIZE
SIZE
A
B
C
SIZE
LOAD LBS
PER 100
1/2
3/8
3-1/8
2-5/8
1 3/8
16 ca x 5 8
400
11
2 3/8 14ga x 1 3/ 1
1250
66
6 /2 p,, B�At 4 �pi a'r-3�s16
1
3/8
3-3/8
2 - 5/8
1 -1/8
16Qa x 5/8
400
12
1 -1/2 3/8 3 -7/8 2 -7/8
1 16ga x 5/8
401;
14
2-1/2 3/8 5-5/8 4 -1/8
1-3/4 16ga x 1
600
27
_ {
3-1/2 3/8 7-3/8 5 1/4
2 3/8 16ga x 1
600
34
MN
5 1/2 9-1/8 6 1/4
2 3/8 14ga x 1 3/ 1
1250
66
6 /2 p,, B�At 4 �pi a'r-3�s16
8 1/2 13 -1/8 8 -3/4
3 -1/4 12ga x 1 -1/4
1250
136
ir
INCORPORATED
CORONA, CA - (714) 737 -5599 - 53
FIG. 99
ALL THREAD ROD CUT TO LENGTH
Size Range - 3/8 thru 7/8 inch rod in 1 inch
increments.
Material - Carbon Steel
Maximum Temperature - 750 °F
Finish - Plain, Electro - Galvanized, and Stainless
Steel.
Order By - Figure number, rod diameter, rod
length, and finish.
FIG. 100
ALL THREAD ROD FULL LENGTHS
Size Range - 1/4 thru 1 -1/2 inch rod in 10' -0"
lengths.
Material - Carbon Steel
Maximum Temperature - 750 °F
Finish - Plain, Electro- Galvanized, and Stainless
Steel.
Order By - Figure number, rod diameter, and
finish.
MAX. REC. LOAD LBS. APPROX.
ROD FORSERVICETEMPS WEIGHT
SIZE 650 °F 750°F PER 100 FT.
1/4
MAX. REC.
LOAD LBS.
ROD
FOR SERVICE TEMPS.
SIZE
650 °F
750 °F
3/8
610
540
1/2
1130
1010
5/8
1810
1610
3/4
2710
2420
7/8
3770
3360
FIG. 100
ALL THREAD ROD FULL LENGTHS
Size Range - 1/4 thru 1 -1/2 inch rod in 10' -0"
lengths.
Material - Carbon Steel
Maximum Temperature - 750 °F
Finish - Plain, Electro- Galvanized, and Stainless
Steel.
Order By - Figure number, rod diameter, and
finish.
MAX. REC. LOAD LBS. APPROX.
ROD FORSERVICETEMPS WEIGHT
SIZE 650 °F 750°F PER 100 FT.
1/4
240
215
12
1/2
1130
1010
53
8
3/4
2710
2420
123
1
4960
4420
222
1 -1/2
11630
16370
510
C
I ?LC 0
INCORPORATED
CORONA, CA - (714) 737 -5599 _ 67
FIG. 124
SPRING TOGGLE HEADS ONLY
Material - Carbon Steel
Function - Used With threaded rod in hollow walls.
Finish - Electro- Galvanized
Order By - Figure number and size.
FIG. 125
DRIVE SCREW
Material - Carbon Steel
Function - Equivalent to a nail, but has greater
holding power.
Finish - Plain, Electro- Galvanized, and Stainless
Steel. APPROX.
Order By - Figure number, size, and finish. SIZE WEIGHT
NUMBER LENGTH PER 100
16 2 2.2
FIG. 126
LAG BOLTS GIMLET POINT
Material - Carbon Steel
Function - Designed to fasten metal to wood. Lag
screws are made With hex heads in lengths of 6
inches or shorter and square heads in lengths
longer than 6 inches. Both types have coarse lag
threads and gimlet points and are available in
diameters of 1/4 inch to 5/8 inch, inclusive. Square -
head lag screws are also available in 3/4, 7/8, and 1
inch diameters.
Finish - Plain, Electra - Galvanized, and Stainless
Steel.
Order By - Figure number, bolt size, length, and
finish.
LAG BOLT APPROXIMATE WEIGHT PER 100 LENGTH
SCREW SIZE 1 1 -1/2 2 2 -1/2 3 4
4. 15 '
3/8 4.0 5.3 6.6 7.8 9.1 11.6
2 ` 8 2
5/8 23.2 268 3 0.4 { 37.6
Hex Lag Bolt Head Dimensions
WIDTH
DRILL
APPROX.
LAG BOLT ACROSS
SCREW SIZE FLATS
HOLE
WEIGHT
SIZE
SIZE
PER 100
1/4
5/8
3
3/8
7/8
7
1/2
1 -1/4
10
FIG. 125
DRIVE SCREW
Material - Carbon Steel
Function - Equivalent to a nail, but has greater
holding power.
Finish - Plain, Electro- Galvanized, and Stainless
Steel. APPROX.
Order By - Figure number, size, and finish. SIZE WEIGHT
NUMBER LENGTH PER 100
16 2 2.2
FIG. 126
LAG BOLTS GIMLET POINT
Material - Carbon Steel
Function - Designed to fasten metal to wood. Lag
screws are made With hex heads in lengths of 6
inches or shorter and square heads in lengths
longer than 6 inches. Both types have coarse lag
threads and gimlet points and are available in
diameters of 1/4 inch to 5/8 inch, inclusive. Square -
head lag screws are also available in 3/4, 7/8, and 1
inch diameters.
Finish - Plain, Electra - Galvanized, and Stainless
Steel.
Order By - Figure number, bolt size, length, and
finish.
LAG BOLT APPROXIMATE WEIGHT PER 100 LENGTH
SCREW SIZE 1 1 -1/2 2 2 -1/2 3 4
4. 15 '
3/8 4.0 5.3 6.6 7.8 9.1 11.6
2 ` 8 2
5/8 23.2 268 3 0.4 { 37.6
Hex Lag Bolt Head Dimensions
WIDTH
WIDTH
LAG BOLT ACROSS
SCREW SIZE FLATS
ACROSS
POINTS
HEAD
THICKNESS
� A
n.`.� T..
3/8 9/16
21/32
1/4
yP ° 4; -
5/8 ] r "6
15/64
.
27/64
BRUCE 1 800 854.1015
HANGERS AND FASTENERS, cont'd.
WOOD DRIVE SCREWS
QTY/ LBS/ PRICE/ PRICE/
ITEM SIZE KEG KEG EA. KEG
1 14 x 1 " 2000 33 .07 .06
2 14 x 2" 2000 42 .07 .06
Z45�
STEEL EYE SOCKET
B
ITEM
SIZE
QTY/
KEG
LBS/
KEG
PRICE/
EA.
PRICE/
KEG
4
3/8
2500
130
.34
.26
100
12
.45
7
1/2 "
100
25
.90
3
16 x 2"
2000
50
.07
1 .06
STEEL EYE SOCKET
B
ITEM
SIZE
QTY/
KEG
LBS/
KEG
PRICE/
EA.
PRICE/
KEG
4
3/8
2500
130
.34
.26
OFFSET STEEL EYE SOCKET
e
ITEM
SIZE
QTY/
KEG
LBS/
KEG
PRICE/
EA.
PRICE/
KEG
5
1 3/8 "
1000
56
.42
.32
SIDE BEAN!
CONNECTOR
ANGLE BRACKET
ITEM
SIZE
QTY/
LBS /CS
PRICE/
ITEM
SIZE
CS
LBS /CS
EA.
6
3/8 "
100
12
.45
7
1/2 "
100
25
.90
ANGLE BRACKET
ITEM
SIZE
QTY/
CS
LBS /CS
PRICE/
EA.
8
3/8 "
100
33
.55
All hangers are available for '/z " threaded rod. Call for a quote.
C3
-
-
INCORPOHATEO
32 CORONA, CA - (714) 737 -5599
FIG. ZI
"TIN" STRAP
Size Range - 1/2 thru 2 inch pipe.
Material - Carbon Steel
Finish - Galvanized
Order By - Figure number and pipe size.
FIG. 30
LIGHT WELDED BRACKET
Size Range - 9 ", 13 ", and 19"
Maximum Recommended Load - 5W lbs.
Material - Carbon Steel
Function - For suspending pip-- outward from
mounting surface.
Approvals - Conforms to Federal Specification
WW- H -171E, type 32, and Manufacturers
Standardization Society SP -69, type 31.
Size Range - Designed to support up to 3-1/2"
standard pipe.
Finish - Plain, Electro- Gah HDG, and
Stainless SteeL
Order By - Figure number, indicate W and "H"
dimensions, and finish.
A
1 -1/2"
DI
A.
A I C
I V9116 (2)
L H o
•
H
MAX.
HOLE STOCK
REC.
A B C
SIZ`. -. SIZ
LO LEa
9 8 6-1/2
3/8 or 1/2 1/4x2
500
19 18 16-1/2
3/8 or 1/2 1/4x2
500
- 'customer please rpeci(y
_
l
•
i
u rn @ LC D
INCORPORATED
32B CORONA- CA . (7141737-5599
ic
Size Range - 3/4" thru 2 C P V.C. pipe.
Material - Carbon Stee! galvanized finish G -90 govt.
spec.
Function - The Fig. 23 24 are intended to perform
as a hanger / restrainer to s.. ==ort only C.P.V.C. piping used
in automatic fire sprinkler s s:i-.s.
Fig. 23 and Fig. 24 can `.-stalled on the top or on the
bottom of a beam. The F:_ .3 can also be installed on the
side of a beam.
The Fig. 23 and Fig. 24 can ..so function as a restrainer to
prevent the upward moca -,-.: of the sprinkler head during
activation.
Approvals Urcar.vr.:rs __._catores listed to support fire
sprinWer piping. }leca :._ - x,-ecds the reoui ements of
N.F.P.A. 13. 13R. and 13D
FIG. 24
HANGER FOR C.P.V.C. PLASTIC PIPE
DOUBLE FASTENER STRAP TYPE - SIDE MOUNT
I
A
a c
T r
-- A -I-. I
Features - The Fig. 23 and Fig. 24 incorporate features
which protect the pipe and ease installation. The flared edge
design' protects the C.P.V.C. pipe from any rough surface.
The Fig. 23 and Fig. 24 are easily attached to the building
structure using the two hex head self threading screws
furnished with the product. It is recommended that
rechargeable electric drills fitted with a hex socket attachment
be used as installation tools. No impact tools (such as a
hammer) or impact fasteners (such as drive screws or nails) are
allowed. Damage has been known to result from installation_
using impact type tools. No pre drilling of a pilot hole in wood
is required.
Order By - Figure numbe- and C.P.V.C. pipe size.
P,•ten ;s Pending
- Minimum fastener size acf2jtoL.e. ^s2 x 1 -1 4'
hardened hex head self threading screw.
FIG. 23
HANGER FOR C. P. I C. PLASTIC PIPE
DOUBLE FASTENER STRAP TYPE
A
g C
MAX. HANGER
FASTENER
APPROX.
C.P.V.C.
SPACING
HEX HEAD
WEIGHT
PIPE SIZE
FIG. 23 FIG. 24
FIG- 23 FIG. 24 FIG. 2 3 FI G. 2
(
SIZE
LENGTH
PER 100
3/4
j 3-1 S 2 :_
1-9/16 1-5/32 1-3/16
1 -3/16
5- 1.'2
5/16
1 - 1/4
9
1
3-3/8 2 - 5AS
1 -11/16 1-5/16 11-3/16
1- 3/16;
6 i
5/16
1 -1/4
9
1.1/4
1 4 -3./16 3
' -3/32 1 -1/2 ; 1 -3/16
1 -3/16
6 -12
5/16
1 -1/4
11
1 -12
4-7/16 3 -1/4
2 - 7/32 1 -5/3 11- . 3/16
1 -3/161
7 ;
5/16
11/4
12
2
j 4 7;S 3 11
2 -7/16 1 -27/32 1 -3/16
1 -3/16
8 _
5/16
1 -1/4 _
15
a
r►
FIG. 23
HANGER FOR C. P. I C. PLASTIC PIPE
DOUBLE FASTENER STRAP TYPE
it
Grinnell
ganger rods
machine threaded rods
threaded both ends
right -hand threads: fig_ 140
right- and left -hand threads: fig. 2S3
continuous thread_ fig- 146
l 0 i
I '
A
MATERIAL Carbon steel.
MAXItlUM TEMPERATURE 750 °F
ORDERING: Specify rod size. figure number, name, rod
length Specify thread length a other than standard"
loads • standard thread lengths
• b:" 4 zrt: :rift rg- 140 rod in N.a--s of 24 inch or shorter 1W be
kwn�va as ronlir><rous thread rod trtiess order Ames mat a1i Uvead
rod is nix accetxabte-
F 4 UN "earls.
SIZE RANGE -' /. ;hroug;l 1'12 inch diameter.
Stocked in six. ten and twelve foot lengths- Other even
foot lengths can be furnished to order -
MATERIAL: Carbon steel rod threaded complete
length -
FINISH: Black or electro- galvanized: furnished black
unless otherwise specified -
MAXIMUM TEMPERATURE 750 °F.
ORDERING: Specify rod diameter and length. figure
number, name -
loads • weights
rod
ma[ recom
1Jd,th
..e.gfii
rid
reeaaxnertd.G
tod, b.
d.ndsrd rod
st;r
A
Cwvd kogth
65QI
_
- 757f
A
- O *. L%
SA
610
540
214
53
1130
iota -
.64
K
1810
1610
21'4 -
3770
2710
2
3
1A
3770
3360
3%
1
4960
4a33
4
tY.
8000
7140
5
114
11630
10370
6
1;:
15700
1
7
2
20700
16=50
8
2v
27200
24260
9
2'h
335W
� 253°
!0
2
4- .58G 1
: :C J6
11
3
50580
«j
12
3Y '
X
53906
13
3Yr-
71280
63
14
3 = -
82890
7_555
1 S
• b:" 4 zrt: :rift rg- 140 rod in N.a--s of 24 inch or shorter 1W be
kwn�va as ronlir><rous thread rod trtiess order Ames mat a1i Uvead
rod is nix accetxabte-
F 4 UN "earls.
SIZE RANGE -' /. ;hroug;l 1'12 inch diameter.
Stocked in six. ten and twelve foot lengths- Other even
foot lengths can be furnished to order -
MATERIAL: Carbon steel rod threaded complete
length -
FINISH: Black or electro- galvanized: furnished black
unless otherwise specified -
MAXIMUM TEMPERATURE 750 °F.
ORDERING: Specify rod diameter and length. figure
number, name -
loads • weights
rod
ma[ recom
1Jd,th
..e.gfii
size
t�A Not1
650'F
A
Ibs h
mac
240
1 2
ttuesd
610
-30
14
1130
53
4G
1810
.64
'4
2710
17
i4
3770
1.7
1
4960
23
1'rG
8000
.16
114
11630
5-1
- coach Screw rods
- trllachine threaded oo apposite end:
fig. 142
�— C -A t - -U- - t
MATERIAL Carbon steel
ORDERING: Specify rod size. figure number. name. rod
length
standard thread !enaths - loads
. l oad rj" a c0e- 4ional on proper inAatiauoIL
ph -sG
CO2,1-.
11
Sere
1t
mac
rod
St — d
ttuesd
ro�i ttW
rccnm
S�L<
Od "MS
t, in
O M
IO.Q trN
Y,
3 Yz
2
14
390
8
2
2Yz
�
390
Yr
3Y:
2' 1.c
lL
640
Y
8
2
2Ya
640
V.
4
2'r.c
'=
760
34
s
2•1K
3
830
. l oad rj" a c0e- 4ional on proper inAatiauoIL
ph -sG
VM il's
in
H 0,0t the
Covered Dridge
April 6, 1994
Town of Vail
Building Department
Vail, Colorado
RE: Robertson/Mountain Haus Condominium Units 674 and 676
Dear sirs:
;R U APR_ 1 j 1994
Enclosed please find a copy of the fully executed Consent to Corporate Action by the
Mountain Haus Board of Managers authorizing the combination of the above referenced
units and the attendant remodeling. I trust this information is sufficient to allow the
required building permit. If you require anything further, please contact me.
Yours truly,
Q�
Sandra F. Gray
General Manager
ENCLOSURES
Mountain Haus
292 East Meadow Drive, Vail, Colorado 81657 • 303/476 -2434 • FAX 303/476 -3007
For Reservations: 800/237 -0922
CONSENT TO CORPORATE ACTION
BY THE BOARD OF MANAGERS OF
MOUNTAIN HAUS CONDOMINIUM ASSOCIATION
The undersigned, constituting all of the Managers of the
Mountain Haus Condominium Association, a Colorado corporation (the
"Corporation "), do hereby consent to the following corporate action
which shall, pursuant to the Corporation Law of the State of
Colorado, as amended, have the same force and effect as unanimous
action taken at a duly called and held special meeting of the Board
of Managers on March 1, 1994.
WHEREAS, the Ronald Carl Robertson 1989 Revocable Trust has
requested approval and consent from the Board of Managers to alter
the General Common Elements of the Mountain Haus Condominiums by
removing a portion of interior walls so as to permit access between
and permanent joinder of Condominium Units No. 674 and 676; and
WHEREAS, the Board of Managers believes that this alteration
will be a benefit for the Mountain Haus by virtue of the high
demand for large rental units with multiple bedrooms;
NOW THEREFORE, BE IT RESOLVED by the Board of Directors that
the Ronald Carl Robertson 1989 Revocable Trust (the "Trust ") may
alter the General Common Elements of the Mountain Haus Condominiums
by removing a portion of interior walls so as to permit access
between and permanent joinder of Condominium Units No. 674 and 676.
This consent and approval is conditioned upon the satisfactory
completion of all of the following conditions:
A. The Trust and the Board of Managers shall enter into
a Deed of Easement and Restrictive Covenant of Use Agreement, a
copy of which is attached to these Consent Minutes as Exhibit A and
incorporated herein by this reference which shall be recorded at
the Trust's expense in the real estate records of Eagle County,
Colorado;
B. The Trust, at its expense, shall obtain a title
report reflecting all parties of interest which may be required to
join in the Deed of Easement and Restrictive Covenant of Use
Agreement. The required signatories shall be determined by
Corporation legal counsel;
C. The Trust, at its expense, shall obtain plans and
specifications for the proposed improvements and alteration which
must be separately approved by the Board of Managers;
D. The Trust, at its expense, shall obtain a report
from a structural engineer licensed under the laws of the State of
Colorado certifying in writing that the proposed improvements and
alteration to the General Common Elements do not create any
structural unsoundness;
E. The Trust shall reimburse the Corporation for the
attorney's fees incurred by it in connection with the approval
process and preparation of legal documents; and
F. All construction in Units 674 and 676 shall be
coordinated through the General Manager, Sandra Gray, and under her
supervision.
2
hereinafter acquire an interest in the Units, the General Common
Elements situate between the Units, and the Limited Common Elements
appurtenant thereto.
It is intended that the easement granted herein shall
vest immediately. If any further interests in land are created,
those interests shall vest, if at all, within the lives of the
individuals who have executed this Agreement, plus 20 years. The
easement created hereby is permanent, is an interest in land, and
runs with the estates benefited and burdened thereby.
IN WITNESS WHEREOF, the parties hereto have set their hands to
be effective this day of 'YYLti, _ 1994.
RONALD CARL ROBERTSON 1989
REVOCABLE TRUST
Ronald Carl Robertson, Trustee
ATTEST:
MOUNTAIN HAUS CONDOMINIUM
ASSOCIATION, a Colorado
corporation
B
Charles E. Tayl Milton Walters, President
Secretary
4
The undersigned lender signs this Easement and Restrictive
Covenant of Use Agreement to evidence its consent to the foregoing
and agrees that in the event of any foreclosure of its mortgage or
deed of trust encumbering the Units, this Easement and Restrictive
Covenant of Use Agreement shall not be terminated by such
proceedings, but shall survive the issuance of the sheriff's or
public trustee's deed.
STATE OF )
(f -Vz// ) ss .
C019TY OF l / )
The foregoing instrument was acknowledged before me this �o
day of 71 , 1994, by Ronald Carl Robertson as
Trustee of the Ronald Carl Robertson 1989 Revocable Trust.
Witness my hand and official seal.
My commission expires: �71;P( lzzher
G 15
STATE OF
CnUNTY OF
) ss.
Notary Public
The foregoing instrument was acknowledged before me this
day of , 1994, by Milton Walters, President,
Mountain Haus Condominium Association.
Witness my hand and official seal.
My commission expires:
Notary Public
k
hereinafter acquire an interest in the Units, the General Common
Elements situate between the Units, and the Limited Common Elements
appurtenant thereto.
It is intended that the easement granted herein shall
vest immediately. If any further interests in land are created,
those interests shall vest, if at all, within the lives of the
individuals who have executed this Agreement, plus 20 years. The
easement created hereby is permanent, is an interest in land, and
runs with the estates benefited and burdened thereby.
IN WITNESS WHEREOF, the parties hereto have set their hands to
be effective this
day of
. 1994.
RONALD CARL ROBERTSON 1989
REVOCABLE TRUST
ATTEST:
Charles E. Tayl
Secretary
By:
Ronald Carl Robertson, Trustee
MOUNTAIN HAUS CONDOMINIUM
ASSOCIATION, a Colorado
corporation
By:
Milton Walters, President
4
The undersigned lender signs this Easement and Restrictive
Covenant of Use Agreement to evidence its consent to the foregoing
and agrees that in the event of any foreclosure of its mortgage or
deed of trust encumbering the Units, this Easement and Restrictive
Covenant of Use Agreement shall not be terminated by such
proceedings, but shall survive the issuance of the sheriff's or
public trustee's deed.
STATE OF )
)SS.
COUNTY OF )
The foregoing instrument was acknowledged before me this
day of , 1994, by Ronald Carl Robertson as
Trustee of the Ronald Carl Robertson 1989 Revocable Trust.
Witness my hand and official seal.
My commission expires:
Notary Public
STATE OF� )
ss.
COUNTY OF )
The foFeg ng instrument was acknowledged before me this
day of o �, , 1994, by Milton Walters, President,
Mountain Haus Condominium Association.
Witness my hand and official seal.
My commission expires: H (� 4
VV
Notary P
STEPHEN M. DAMS
5 Notary Public, State of New Y
No. 31- 4959897
(l ed in Ne V l
Commission sion Expires: CWnty
This Consent to Corporate Action may be executed in one or
more counterparts, all of which taken together shall constitute the
same consent and when signed by all of the Managers of the
Corporation, may be certified as having been unanimously adopted by
the Board of Managers of the Corporation on the date first above
mentioned.
Date:
Date:
Date:
Date:
Date:
Milton Waiters
Jim Casey
Maurice Sandler
Date:
Date:
Date:
Date:
3
Knud Stobbe
Charles E. Tay1.--rc-`
Brian Wagner
Sandy Xounts
Toni Petruzzo
L 4W4
0
This Consent to Corporate Action may be executed in one or
more counterparts, all of which taken together shall constitute the
same consent and when signed by all of the Managers of the
Corporation, may be certified as having been unanimously adopted by
the Board of Managers of the Corporation on the date first above
mentioned.
Date: �1ke�t ( F 1994
Date:
Date:
Date:
Date:
Date:
Date:
Date:
Date:
-" WI&'
Milton Walters
Jim Casey
Joan Lamb
Toni Petruzzo
Maurice Sandler
Knud Stobbe
Charles E. Taylor
Brian Wagner
Sandy Younts
3
This Consent to Corporate Action may be executed in one or
more counterparts, all of which taken together shall constitute the
same consent and when signed by all of the Managers of the
Corporation, may be certified as having been unanimously adopted by
the Board of Managers of the Corporation on the date first above
mentioned.
Date:
Milton Walters
Date:
Date:
Date:
Date:
Date:
Date:
Dater y
Jim Casey
Joan Lamb
Toni Petruzzo
Maurice Sandler
Knud Stobbe
Charles E. Taylor
Brian Wagner
Date:
Sandy Younts
3
This Consent to Corporate Action may be executed in one or
more counterparts, all of which taken together shall constitute the
same consent and when signed by all of the Managers of the
Corporation, may be certified as having been unanimously adopted by
the Board of Managers of the Corporation on the date first above
mentioned.
Date:
Date:
Date:
Date:
Date:
Date: 3 - 24 -94
Milton Walters
Jim Casey
Joan Lamb
Toni Petruzzo
Maurice Sandler
Knud Stobbe
Date:
Date:
Date:
Charles E. Taylor
Brian Wagner
Sandy Younts
This Consent to Corporate Action may be executed in one or
more counterparts, all of which taken together shall constitute the
same consent and when signed by all of the Managers of the
Corporation, may be certified as having been unanimously adopted by
the Board of Managers of the Corporation on the date first above
mentioned.
Date:
Milton Walters
Date:
Date:
Jim Casey
Joan Lamb
Date:
Toni Petruzzo
Date:
Date:
Date:
Date:
Maurice Sandler
Knud Stobbe
Charles E. Taylor
Brian Wagner
Date: 3 1 �a 1 gH JS 'C� `1 ./"*--
Sandy Younts
3
This Consent to Corporate Action may be executed in one or
more counterparts, all of which taken together shall constitute the
same consent and when, signed by all of the Managers of the
Corporation, may be certified as having been unanimously adopted by
the Board of Managers of the Corporation on the date first above
mentioned.
Date:
Date: ,<) - 2
Date:
Date:
Date:
Date:
Date:
Milton Walters
Jim Casey
Joan Lamb
Toni Petruzzo
Maurice Sandler
Knud Stobbe
Charles E. TayloT-
Date:
Date:
Brian Wagner .
Sandy .Younts
3
This Consent to Corporate Action may be executed in one or
more counterparts, all of which taken together shall constitute the
same consent and when signed by all of the Managers of the
Corporation, may be certified as having been unanimously adopted by
the Board of Managers of the Corporation on the date first above
mentioned.
Date:
Date:.
Date:
Date:
Date:
Date:
Date: / 9 1 1V/
Milton Walters
Jim Casey
Joan Lamb
Charles E. Taylor—
Date:
Date:
Brian Wagner
Sandy Younts
3
Knud Stobbe
This Consent to Corporate Action may be executed in one or
more counterparts, all of which taken together shall constitute the
same consent and when signed by all of the Managers of the
Corporation, may be certified as having been unanimously adopted by
the Board of Managers of the Corporation on the date first above
mentioned.
Date:
Milton Walters
Date:
Jim Casey
Date:
Date:
Date:
Date:
Date:
Date:
Date:
Maurice Sandler
Knud Stobbe
Charles E. Taylor
Brian Wagner
Sandy Younts
3
rovi. .,d 9/4/91
D" Apnw,%Tzom - T" or VAIL, COLOWO
DATZ "FWCATX0" nC9IVKD;
VAT F, QF DM MEETING: REVD A PR 2 4994
* ********* I
TIU0 APPLICATION WILL 1= BE A=ZPTED
UNTIL PJJ4 AXQUIM ZNTOMTZON IS SUMITTED
I. PBQaQT
A, 09$CB;PTIQN,
'W'div
B. TYPE OF PZVIZW:
Yew Construction 0200,00) Alteration ($20.001 %WF
-_�Addition ($50.00) Conceptual Review (S0) AqWVAe-
C. ADDRass.
D. LFWAL DESCRIPTION! tft• 9400k IIN171 e
Subdivision MOVA-2-Al" h2l" CAJ6W&4N P-Wf
It Property is doactLbed by a meets and bounds legal
destription, please provide on a oeparate sheet and
attach to this appli
X, ZONING:
F LOT AREA: If required, applicant must pCovide a current
stomped survey showing lot area.
Of APPL1MT:---,P-eW 611 A L, 10 C! 64
L a s F A T
Mailing Address: At- .IAOA Add= 2 V LC 4 A L6i T 0 0.5 7
—AI
F3 NAME OF APPLICANT' PRESENTATIVE: -17M
Hall inj Addreas:__Z .5 ei-Afi
iW, d;7- - Phone
I. NAME OF OWNERS!
Mailing Address: --'iL
.tit
- - A 1 — Phone 64 3
C
J. Condominium Approval if applicable.
b R B F": ORB fees, aS ShOwA above, are to be paid at
the time Of aubmittal of DAB application. Later, when
Applying for 6 building permit, please identify the
accurate valuation of the Proposal. The Town of Vail
will adjust the fee according to the table below, to
ensure the correct fee is paid.
VALUATXON FEN
0 $ 10"000 S 20.00
S 10,001 $ 50,000 $ 50.00
S $01001 $ 4500000 5100, 00
n501001 $ 500,000 $200.00
$500,001 $1,000,000 $400.00
$ over $1,000,000 $500.00
DXBXGH unaw 89M Appikom WXAMS ONE YMR Arm rs"L
APPROVAL tWLES$ A BUILDINQ PERMIT 13 ISSMD AND CONS Is
SUATED. 4
**NO APPLICATION Witt, St VX00E$$8V WITROUT ORNZA*S SIGHATURg
APR
09:45 30:5 827 9019
P.02
Dt...:ign Review Action Fc.. n
TOWN OF VAIL
Category Number Date
Project Name:
Building Name: n : �. »Y� / / J/i✓ 67h���
Project Description:
Owner, Address and Phone:
Archit cUC� ontac ddress and Phone:
��!
Legal Description: Lot $lack ,W if 7Aubdivision 4 , . Zone District
Project Street Address:
Comments:
Board / Staff Action
Motion by
Vote:
Seconded by:
❑ Approval
❑ Disapproval
Y Staff Approval
Conditions:
Town Planner
Date: 7JJ /9/ DRB Fee Pre-paid ' 1 4 � .�
revised
-/� DRB APPLICATION - TOWN OF VAIL, COLORADO
DATE APPLICATION RELCEIVED : ` ISO M4
DATE OF DRB MEETING: A
THIS APPLICATION WILL NOT BE ACCEPTED
UNTIL ALL REQUIRED INFORMATION IS SUBMITTED JUL 3 1994
* * * * * * * * **
I. PROJECT INFORMATION ��!!yyyy.��� �l
A. DESCRIPTION: PT�
W INP" � � plamw
RN WA!!p
B. TYPE OF REVIEW:
New Construction ($200.00) Minor Alteration ($20.00)
Addition ($50.00) Conceptual Review ($0)
C. ADDRESS:
D. LEGAL DESCRIPTION: La* k W tr rj74 j rj,G
Subdivision Atay1 m tq
If property is described by a meets and bounds legal
description, please provide on a separate sheet and
attach to this application.
E. ZONING:
F. LOT AREA: If required, applicant must provide a current
stamped survey showing lot area.
G. NAME OF APPLICANT: &d 90095924—
Mailing Address:
Phone
H. NAME OF APPLICANT'S REPRESENTATIVE: y r /�LiZ7 + RMA
Mailing Address: tit MiARPAIJ
in Phone 74 •
I. NAME OF OWNERS:
*SIGNATURE (S)
Mail' Addr es MA" Af Phone � 2h� --IA t Y
J. Condominium Approval if applicable.
K. DRB FEE: DRB fees, as shown above, are to be paid at
the time of submittal of DRB application. Later, when
applying for a building permit, please identify the /
acr rate valuation of the proposal. The Town of Vail
wil... adjust the fee according to the table below, to
ensure the correct fee is paid. `
AA /i
FEE SCHEDULE:
V
$ 0
$ 10,001
$ 50, J01
$150,001
$500,001
$ Over
ALUATION
$ 10, 000
$ 50,000
- $ 150, 000
$ 500, 000
-
$1,000,000
$1, 000, 000
FEE
$ 20.00
$ 50.00
$100.00
$200.00
$400.00
$500.00
* DESIGN REVIEW BOARD APPROVAL EXPIRES ONE YEAR AFTER FINAL
APPROVAL UNLESS A BUILDING PERMIT IS ISSUED AND CONSTRUCTION IS
STARTED.
* *NO APPLICATION WILL BE PROCESSED WITHOUT OWNER'S SIGNATURE
1
JUL -04 -1994 21 :10 MORTER ARCHITECTS R.01
A Professlonal Corporation
Crossroads at Vail
143 Ent Meadow Drive
Vail, Colorado 81657
(303) 4766105 ?HONE
(303) 476 -0710 FAX
TELECOPIER TRANSMITTAL SHEET
TO
DATE '�' 1'" TIMES 7q
M0 ?TEK r m,H i - 1 - FCTS
COMPANY T 49 PZ-AI /A
FAX# `t —
FROM
Number of pages sent including cover page
If you receive an error in transmission, please call (303) 476 -5105
REMARK
ON= OWW. 210A
I- SO M4,
JUL -04 -1994 21:11 MORTER ARCHITECTS P.03
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f -RECD MQ ; 1�'1 r
TOWN OF WAIL CONSTRUCTION' ' M 994
PERMIT APPLICATION FORM M v 3 19 1 70'
DATE:
APPLICATION MUST BE FILLED OUT COMPLETELY OR IT1'_SE ' M(C PTED
' �IA ��NO'
* * * * * * * * * * * * * * * * * * * * * * * * * * ** PERMIT INFORMATION * * * * * * * * * * * * * * * * * * * * * * * * **
[ ]- Building
lI [ ]- Plumbing [ ]- Electrical [,-T - - Mechanical [ ] - Other
Job Name: +�!!�v Job Address: - 1 L�� !m� ✓) : {
Legal Description: Lot Block Filing
Owners Name: potu knLPf +5Ow Address:
Architect: Afc111 Jec,TS . Address:
General Description: r .Pl/Y\_njp I-q C% ,�i,�.
CP4- /
re *fv
Ph.
Work Class: [ ] -New k - Alteration [ ]- Additional [ ]- Repair [ ] -Other
Number of Dwelling Units:
Number of Accommodation Units:
N mber and Type of Fireplaces: Gas Appliances Gas Logs Wood /Pellet
* * * * * * * * * * * * * * * * * * * * * ** VALUATIONS * * * * * * * * * * * * * * * * * * * * * * * * * * **
BUILDING: ELECTRICAL: 010 CJ OTHER:
PLUMBING: GHQ OC) MECHANICAL: TOTAL: -'
K * * * * * * * * * * * * * * * * * * * * * * * * * ** CONTRACTOR INFORMATION * * * * * * * * * * * * * * * * * * * * * * * * * **
eneral Contractor: J��P_c� hrj �"-., I'� ' Town of Vail Reg. NO.
Address: Phone Number: fi
Electrical Contractor: JGy ��e Town of Vail Reg. NO.
Address: Phone Number:
Plumbing Contractor:
Address:
Mechanical Contractor:
Address:
Town of Vail Reg. NO.
Phone Number: P' - 7 yf
Town of Vail Reg. NO.
Phone Number: ' ' D („
* * * * * * * * * * * * * * * * * * * * * * * * * ** FOR OFFICE USE * * * * * * * * * * * * * * * * * * * **
BUILDING PERMIT FEE: - BUILDING PLAN CHECK FEE:
PLUMBING PERMIT FEE: PLUMBING PLAN CHECK FEE:
MECHANICAL PERMIT FEE: > MECHANICAL PLAN CHECK FEE:
ELECTRICAL FEE: RECREATION FEE:
OTHER TYPE OF FEE: X .L ' CLEAN -UP DEPOSIT:
DRB FEE: IV, t(Q ' TOTAL PERMIT FEES:
T� YPE GROUP SQ. FT. VALUATION BUILDING:
SIGNATURE: '77
ZONING:
SIGNATURE:
Comments:
CLEAN UP DEPOSIT REFUND TO: v
1
l�
TO:
FROM:
DATE:
479 -2139
office at community development
ALL CONTRA
CTORS CURRENTLYL REGISTERED WITH THE
TOWN OF VAIL
IL PUBLIC WORKS /COM,MUNITY DEVELOPMENT
TOWN OF VA
MARCH 16, 1988
PARKING & MATERIAL
STRUCTION
STORAGE
SUBJECT CON
any
ordinance No . 6 states that it is unlawsandfodebris
track or depos
In summaryr it any soil, rock,
person to litter, trash dumpsters, portable toilets and
including sidewalk, alley or public
or material, on any street,
workmen vehicles up The right -of -way on all Town of
place or any portion thereof. off pavement.
roads is approximately 5 wn of Vail
Vail streets and ft.
enforced by the To
This ordinance will be strictly found v this ordinance
Public Works Department. Persons iolating
d does not comply with the
will be given a 24 hour written notice to remove said materia
In the event the person so time s e the Public Works
notice within the 24 hour time specified, person
Department will remove said material at the expense of
notified. The provisions of this ordinance shall not e of
maintenance or repair p 7
applicable to alley ortany�
utilities in the right -a - way•
any street or alley
To review ordinance No. 6 in full, please stop by the Town of
Vail Building Department to obtain a copy. Thank you for your
cooperation on this matter.
Read
)e
le 7 z,C', ed
?
osition/Re lationship to Project (i.e. contractor, owner)
XDate
75 south frontage road
vail, cotorad 2 81 6 7 or
(3o3) 479-
'`r
town of v
75 south frontage road
vail, Colorado 81657
(303) 479 -2138 or 419 -2139
office of community development
BUILDING PERMiIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval,
Engineer's (Public Works) review and approval, a Planning Department
review or Health Department review, and a review by the Building
Department, the estimated time for a total review may take as long
as three weeks.
All commercial (large or small) and all multi- family permits will
have to follow the above mentioned maximum requirements. Residential
and small projects should take a lesser amount of time. However, if
residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projects may
also take the three week period.
Every attempt will be made by this department to expedite this
permit as soon as possible.
I, the undersigned, understand the plan check procedure and time
frame.
Agree to y
Project Name
Date Work Sheet was turned into the
Community Development Department.
Plan Review Based on
the 1991 Uniform Codes
NAME: ROBERTSON REMODEL
ADDRESS: 292 E. MEADOW DR
VAIL, COLORADO
OCCUPANCY: R -1
TYPE OF CONSTRUCTION: 11 -FR
DATE: 5 -6 -94
CONTRACTOR: NEDBO CONST
ARCHITECT: MORTER
ENGINEER: NONE
PLANS EXAMINER: DAN STANEK
CORRECTIONS REQUIRED
The items listed below are not intended to be a complete listing of all possible code
requirements in the adopted codes. It is a guide to selected sections of the codes.
The following is not to be construed to be an approval of any violation of any of
the provisions of the adopted codes or any ordinance of the Town of Vail.
1. SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND HALLWAYS AS
PER SEC 1210 OF THE 1991 UBC.
2. FIELD INSPECTIONS ARE REQUIRED BY THE TOWN OF VAIL TO CHECK FOR
CODE COMPLIANCE.
3. VENTILATION REQUIRED FOR BATHROOMS PER SEC. 1205 OF THE 1991 UBC.
4. SUBMIT PLANS OF THE FIRE ALARM SYSTEM TO FIRE DEPARTMENT FOR
APPROVAL BEFORE FRAMING INSPECTION.
5. GAS FIREPLACE IN BEDROOM NEEDS TO HAVE OUTSIDE COMBUSTION
BROUGHT IN DIRECTLY.
6. A STRUCTUAL ENGINEER MAYBE BE REQUIRED TO APPROVE ANY
STRUCTUAL CHANGES BEFORE A FRAMING INSPECTION WILL BE APPROVED.
7. FIRE DEPARTMENT TO APPROVE RETRO OF THE FIRE SPRINKLE SYSTEM.
A
J
PERMIT NU BER OF ROJECT
DATE I ' JOB NAME
INSPECTION REQUEST
TOWN OF VAIL
READY FOR INSPECTION: MON
LOCATION: - ::�i
; WED �T�H(U�R FRI AM PM
_.
- '
BUILDING:
PLUMBING:
• FOOTINGS / STEEL
❑ UNDERGROUND
• FOUNDATION / STEEL.
❑ ROUGH / D.W.V.
• FRAMING
❑ ROUGH / WATER
❑ ROOF & SHEER
PLYWOOD NAILING
❑ GAS PIPING
• INSULATION
❑ POOL / H. TUB
• SHEETROCK NAIL
❑
❑
❑
❑ FINAL
liffINAL
ELECTRICAL:
• TEMP. POWER
• ROUGH
• CONDUIT
C
❑ FINAL
DATE 1� - �7 ' INSPECTOR
MECHANICAL:
• HEATING
• EXHAUST HOODS
❑ SUPPLY AIR
❑ FINAL
10 / 111 APPROVED ❑ DISAPPROVED ❑ REINSPECTION REQUIRED
7 ORRECTIONS: �f �. �C� T ru
PERMIT N�rB R OF P OJECT
DATE rr JOB NAME
CALLE
READY FOR INSPECTION: MO
LOCATION: , '
INSPECTION REQUEST.
TOWN OF VAIL
WED ?iUR FRI PM
v
� IV (O
BUILDING:
PLUMBING:
• FOOTINGS / STEEL
❑ UNDERGROUND
• FOUNDATION / STEEL
❑ ROUGH / D.W.V.
• FRAMING
❑ ROUGH / WATER
• ROOF & SHEER
PLYWOOD NAILING
❑ GAS PIPING
• INSULATION
❑ POOL / H. TUB
• SHEETROCK NAIL
❑
❑
O
❑ FINAL
❑ FINAL
ELECTRICAL:
MECHANICAL:
• TEMP. POWER
❑ HEATING
• ROUGH
❑ EXHAUST HOODS
❑ CONDUIT
❑ SUPPLY AIR
❑
❑
FINAL
❑ FINAL
APPROVED
❑ DISAPPROVED p REINSPECTION REQUIRED
CORRECTIONS:
DATE
a .
INSPECTOR `/j
n
PERMIT NUM ER OF PROJECT
DATE ( JOB NAME
READY FOR INSPECTION: MON
LOCATION: 1 �
V-4 r
BUILDING:
PLUMBING:
• FOOTINGS / STEEL
❑ UNDERGROUND
• FOUNDATION / STEEL
❑ ROUGH / D.W.V.
• FRAMING
❑ ROUGH / WATER
ROOF & SHEER
❑
PLYWOOD NAILING
❑ GAS PIPING
• INSULATION
❑ POOL / H. TUB
• SHEETROCK NAIL
❑
❑
❑
FINAL
❑ FINAL
ELECTRICAL:
MECHANICAL:
• TEMP. POWER
❑ HEATING
• ROUGH
❑ EXHAUST HOODS
• CONDUIT
❑ SUPPLY AIR
❑
❑
❑ FINAL
❑ FINAL
CT
❑ DISAPPROVED ❑ REINSPECTION REQUIRED
CORRECTIONS:
DATE INSPECTOR �
INSPECTION REQUEST,
TOWN ()F \ /AII
CALLER
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1
10WO, o Vol
75 south frontage road
veil, colorado 81657
(303) 479 -2138 or 479 72139 office of community development
BUILDING PERM1IT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval,
Engineer's ( Works) review and approval, a Planning Department
review or Health Department review, and a review by the Building
Department, the estimated time for a total review may take as long
as three weeks.
All commercial (large or small) and all multi - family permits will
have to follow the above mentioned maximum requirements. Residential
and small projects should take a lesser amount of time. However, if
residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projects may
also take the three week period.
Every attempt will be made by this department to expedite this
permit as soon as possible.
I, the undersigned, understand the plan check procedure and time
frame,
Agreed to by. .
Project Name
Date Work Sheet was turned into the
Community Development Department.
r
tows ofi uaiiV
75 south frontage road
vail, colorado 81657
(303) 479 -21 or 479 -2139 office of community development
TO: ALL CONTRACTORS CURRENTLYL REGISTERED WITH THE
TOWN OF VAIL
FROM: TOWN OF VAIL PUBLIC WORKS /COi DEVELOPIMENT
DATE: MARCH 16, 1988
SUBJECT: CONSTRUCTION PARKING & MATERIAL STORAGE
In summary, Ordinance No. 6 states that it is unlawful for any
person to litter, track or deposit any soil, rock, sand, debris
or material, including trash dumpsters, portable toilets and
workmen vehicles upon any street, sidewalk, alley or public
place or any portion thereof. The right -of -way on all Town of
Vail streets and roads is approximately 5 ft. off pavement.
This ordinance will be strictly enforced by the Town of Vail
Public Works Department. Persons found violating this ordinance
will be given a 24 hour written notice to remove said material.
In the event the person so notified does not comply with the
notice within the 24 hour time specified, the Public Works
Department will remove said material at the expense of person
notified. The provisions of this ordinance shall not be
applicable to construction, maintenance or repair projects of
any street or alley or any utilities in the right -a -way.
To review Ordinance No. 6 in full, please stop by the Town of
Vail Building Department to obtain a copy. Thank you for your
cooperation on this matter.
Read and acknowledged by:
Position /Relationship to Project (i.e. contractor, owner)
Date
KLAHR CONSTRUCTION INC.
P.O. BOX 1506
EAGLE, CO. 81631
TO: TOWN OF VAIL
COMMUNITY DEVELOPMENT
THE ENCLOSED DRAWING IS FOR
A REMODEL
AT
THE MOUNTAIN
HAUS, UNIT 674. ENCLOSED WITH THIS
APPLICATION
WINDOW IN
IS A LETTER
GIVING ASSURANCE OF THE ABSENCE
OF ASBESTOS
IN
THIS UNIT.
THE WORK THAT IS TO BE PERFORMED
WOULD NOT
DISTURB
ASBESTOS
IF IT WERE PRESENT. THERE IS NO
DRYWALL TO
BE
REMOVED OR NO
WALLS TO BE MOVED. THE FOLLOWING
WORK IS TO
BE
PERFORMED.
1. REMOVE EXISTING WINDOW AND REPLACE WITH A PICTURE WINDOW
OF THE SOME SIZE.( EXISTING WINDOW HAS A CENTER MULLION
ABOUT 3" IN WIDTH RUNNING VERTICALLY WHICH OBSTRUCTS A
MOUNTAIN VIEW)
2. REPLACE WARPED EXISTING WINDOW WITH NEW WINDOW OF SAME
SIZE AND STYLE. ( THIS WINDOW IS LOCATED IN UPSTAIRS
BEDROOM)
3. BUILD AND INSTALL
4. INSTALL NEW TRACK
CIRCUIT.
5. BUILD AND INSTALL
NEW STEREO CABINET.
LIGHTS IN LIVINGROOM OFF OF EXISTING
FOUR NEW CABINETS TO MATCH EXISTING.
ENCLOSED IS A
LETTER FROM
THE MOUNTAIN
HAUS GIVING
PERMISSION TO REMOVE
EXISTING THE
WINDOW IN
THE LIVINGROOM
AND REPLACE WITH A
WINDOW OF THE
SAME SIZE.
THE WINDOW IN
QUESTION IS MARKED
WITH BLUE X'S
ON THE DRAWING.
IF THER ARE
ANY QUESTIONS ABOUT
THE REMODEL
PLEASE CALL
ME AT 949-8169
OR 328-1614.
KjfQLj&Uj
KLAHR CONSTRUCTION INC.
m
Of
�� ��
April 23, 1992
Town of Vail
Vdil, Colorado
RE: Mountain iieLus
YOU IAvO Our colisont to approve :
I- Inst& of therrippane wirA ;
O tO rrdtch the window on t�,,,
thbr side of tha
roam; t OUt tho Canter vi gu
2. Rvlac4urant of one small window in . Zcwt Upper bedroom.
Present window frame hae dtiteri
ean)e. Or►tGd- Size and style remain tho
3
R living rccO door with ones rmdparia
.John Houw, maa
, Mountain Haus
V-hil, Colorado
rw
glaso Window.
10
- T�
�O
a
FII fn AFR 2 919991
ii
i
it
i
I.
i.
IE
ii
F�
4 1
tin
vr
O
E
CSI
1 :111 ,
DI
n U
iW
Plan Review Based on
the 1992 Uniform Codes
NAME: MOUNTAIN HAUS #674 DATE: 5 -6 -92
ADDRESS: 292 E. MEADOW DR. CONTRACTOR: KLAHR CONST. INC.
VAIL, COLORADO ARCHITECT: NONE
OCCUPANCY: R -1 ENGINEER: NONE
TYPE OF CONSTRUCTION: 11FR PLANS EXAMINER: DAN STANEK
CORRECTIONS REQUIRED
The items listed below are not intended to be a complete listing
of all possible code requirements in the adopted codes. It is a
guide to selected sections of the codes. The following is not to
be construed to be an approval of any violation of any of the pro-
visions of the adopted codes or any ordinance of the Town of Vail.
1. SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND HALLS AS PER
SEC1210 1991 UBC.
2. FIRE DEPARTMENT INSPECTION REQUIRED BEFORE WORK CAN BE STARTED.
PERMIT NUMBER OF PROJECT
DATE \A\ — % Ut JOB NAME
I
READY FOR INSP CTION: MON TUES WED THUR AM PM
LOCATION:
��
BUILDING: PLUMBING:
❑ FOOTINGS / STEEL ❑ UNDERGROUND
❑ FOUNDATION / STEEL ❑ ROUGH / D.W.V.
❑ FRAMING ❑ ROUGH / WATER
❑ ROOF & SHEER ❑ GAS PIPING
PLYWOOD NAILING
• INSULATION ❑ POOL / H. TUB
• SHEETROCK NAIL ❑
❑ FINAL ❑ FINAL
ELECTRICAL: MECHANICAL:
• TEMP. POWER ❑ HEATING
• ROUGH ❑ EXHAUST HOODS
• CONDUIT ❑ SUPPLY AIR
❑ ❑
l
FINAL ❑ FINAL
APPROVED ❑ DISAPPROVED ❑ REINSPECTION REQUIRED
CORRECTIONS:
Q r �j
Gt.�^ C /livt Ct f Q Te l
IV
M
DATE f�" 1 G f �2 INSPECTOR
>�%fop
0
INSPECTION REQUEST
Tr)XA/nl nC X /Ail
p�n
PERMIT NUMBER OF PROJECT
DATE \\ JOB NAME
READY FOR INSPECTION: ON TUES WED T FR
LOCATION:
AM PM
BUILDING:
PLUMBING:
❑ FOOTINGS / STEEL
❑ UNDERGROUND
• FOUNDATION / STEEL
❑ ROUGH / D.W.V.
• FRAMING
❑ ROUGH / WATER
ROOF & SHEER
El PLYWOOD NAILING
❑ GAS PIPING
• INSULATION
❑ POOL / H. TUB
• SHEETROCK NAIL
❑
❑
❑
'q� FINAL
❑ FINAL
E ECTRICAL:
MECHANICAL:
• TEMP. POWER
❑ HEATING
• ROUGH
❑ EXHAUST HOODS
• CONDUIT
❑ SUPPLY AIR
❑
❑
❑ FINAL
❑ FINAL
' 5 APPROVED ❑ DISAPPROVED ❑ REINSPECTION REQUIRED
CORRECTIONS:
DATE INSPECTOR
PRINT sl;
INSnCTION REQUEST
Tn%A /KI rI� %IA II
F 'Z INSPECTION'S COMPLETED
The items below need to be complete before
giving a permit a final C of 0.
Please check off in the box provided.
FINAL PLUMBING
DATE:
FINAL MECHANICAL
DATE:
IMPROVEMENT SURVEY RESID. NAME:
DATE:
i
FINAL EL \�
DATE:
FINAL BUILDING EAST SIDE: WEST SIDE:
DATE: //" " � z
i
TEMPORARY C OF 0
DATE:
1— -�
CERTIFICATE OF OCCUPANCY
DATE:
LANDSCAPING DUE
DATE:
FILE \n�\
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lows
75 south frontage road
vail, colorado 81657
(303) 479 - 21 . 38 or 479 - 2139
IL
office of community development
TO: ALL CONTRACTORS CURRENTLYL REGISTERED WITH THE
TOWN OF VAIL
FROM: TOWN OF VAIL PUBLIC WORKS /COMMUNITY DEVELOPMENT
DATE: MARCH 16, 1988
SUBJECT: CONSTRUCTION PARKING & MATERIAL STORAGE
In summary, Ordinance No. 6 states that it is unlawful for any
person to litter, track or deposit any soil, rock, sand, debris
or material, including trash dumpsters, portable toilets and
workmen vehicles upon any street, sidewalk, alley or public
place or any portion thereof. The right -of -way on all Town of
Vail streets and roads is approximately 5 ft. off pavement.
This ordinance will be strictly enforced by the Town of Vail
Public Works Department. Persons found violating this ordinance
will be given a 24 hour written notice to remove said material.
In the event the person so notified does not comply with the
notice within the 24 hour time specified, the Public Works
Department will remove said material at the expense of person
notified. The provisions of this ordinance shall not be
applicable to construction, maintenance or repair projects of
any street or alley or any utilities in the right -a -way.
To review Ordinance No. 6 in full, please stop by the Town of
Vail Building Department to obtain a copy. Thank you for your
cooperation on this matter.
Read and acknowledged by:
toy
Position /Relationship to Project (i.e. contractor, owner)
L� --2 �' 0 ` C \t)
Date
;AL INSPECTION'S COMPLETED
The items below need to be complete before
giving a permit a final C of 0.
Please check off in the box provided.
FINAL PLUMBING
DATE:
I� FINAL MECHANICAL
DATE:
IMPROVEMENT SURVEY RESID. NAME:
DATE:
FINAL ELECTRICAL
DATE: 7
FINAL BUILDING EAST SIDE: WEST SIDE:
DATE:
TEMPORARY C OF 0
DATE:
i
CERTIFICATE OF OCCUPANCY
DATE:
LANDSCAPING DUE
DATE:
FILE NAME:
AWL
INSPECTION REQUEST
PERMIT NUMBER OF PROJECT TOWN OF VAIL
DATE l JOB NAME /r9D4 /&/��iS G7�
CALLER
READY FOR INSPECTION: E TUES WED THUR FRI AM PM
LOCATION:
BUILDING:
• FOOTINGS/STEEL
• FOUNDATION/ STEEL
• FRAMING
❑ ROOF & SHEER
PLYWOOD NAILING
• INSULATION
• SHEETROCK NAIL —
�NAL
ELECTRICAL:
• TEMP. POWER
• ROUGH
• CONDUIT
Q FINAL
PLUMBING:
• UNDERGROUND
• ROUGH / D.W.V.
• ROUGH/ WATER
• GAS PIPING
❑ POOL / H. TUB
❑ _
❑ FINAL
MECHANICAL:
❑ HEATING —
❑ EXHAUST HOODS
❑ SUPPLY AIR
❑
❑ FINAL
51*1 PROVED
CORRECTIONS:
❑ DISAPPROVED
❑ REINSPECTION REQUIRED
DATE [� ��Z �// INSPECTOR
PIONTSHOP
Rams"
INSPECTION REQUEST
PERMIT NUMBER OF PROJECT
TOWN OF VAIL
DATE ^ �—
JOB NAME
���2 1V�� (, Ll
CALLER
READY FOR INSPECTION:
MON TUES WED THUR FRI 0A e 3• AM PM
LOCATION:
BUILDING:
PLUMBING:
❑ FOOTINGS / STEEL
❑ UNDERGROUND
❑ FOUNDATION / STEEL
❑ ROUGH / D.W.V.
❑ FRAMING
❑ ROUGH / WATER
❑ ROOF & SHEER
PLYWOOD NAILING
❑ GAS PIPING
• INSULATION
❑ POOL / H. TUB
• SHEETROCK NAIL
❑
❑
❑
❑ FINAL
❑ FINAL
ELECTRICAL:
MECHANICAL:
❑ TEMP. POWER
❑ HEATING
OUGH
❑ EXHAUST HOODS
❑ CONDUIT
❑ SUPPLY AIR
❑
❑
❑ FINAL
❑ FINAL
APPROVED
❑ DISAPPROVED
❑ REINSPECTION REQUIRED
CORRECTION
Rams"