HomeMy WebLinkAboutPlans.pdfCONDITIONS OF PERMIT
BLCO-3-12-2419
EnCana/Malone Ranch, LLC
K28E Compressor Station
Structure over Control Building
857 Indian Rock (669.5 CR 316)
Silt, Colorado
1) ALL WORK MUST COMPLY WITH THE 2009 IBC AND MANUFACTURERS SPECIFICATIONS.
2) ALL WORK MUST COMPLY WITH THE CONDITIONS OF THE CURRENT LAND USE PERMIT.
3) ALL WORK SHALL COMPLY WITH STATE AND FEDERAL REGULATIONS.
4) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12.
5) LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008.
6) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL/COMPLETION INSPECTION.
7) ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR.
PROVIDE APPROVAL REPORT AT FINAL/COMPLETION APPROVAL.
8) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR COMPLETION APPROVAL.
ZENEwED
1pEov1I
NBA= 10 NOTEDimarn,
v Lp1M�v+/��`�CI O S
(UMWVV V,\ i i
NO INSPIECTION WITHOUT
rum PLANS ON SII'1('IH',
of
N63°38'38"E 1227.16'
--r
/
/
/
/
T
1 \ alae rase. "a:rata local
/ / / w
- pipe -.c+10 �,� a ea_enet A \
/ 1
� 1 1\ g / os$ a
i vim'—_-------_--/' a�`'en Ilam �
II \\-p e
1 cit Pe ver:1 0 95\ \Y SBF
II 5z
1 py�cw rod w. \ ;Y:u4
1 /
Ap vert \//v 've-tl<ol
/ /
pipe (copped//
,t pipe
panto, tank
eh- .rtpee\\ -
rornaeml alpe
I \ I I
OpgRC I I
o, 98S F4, t �v A 1 1
ess q q \
�d °re
Li) \
\
SITE PLAN
K28 COMPRESSOR SITE
LINETYPE LEGEND
A A A A
section lanes
fence
overhead utility line
at l g s e
underground electric line
tcecfslope
easement line
top of slope
culvert
ctrtain 0311
LEGEND
found stone monument
found FL55 alimun.r monument
found rebor a -d cap as noted
calculated positi2l - rn monument
set #5 rebar/albrirum nap PL5 14490
control point
osier pole
clown guy anchor
electric tra'sforme-
electric meter
GRAPHIC SCALE
0 1O 20 30
BASIS OF OEPR11060 STAIENT!Beoris m toad
forxgle0101ocalleas
'ewe 5951,05
bcolll men! determined d,1,oeted59605 observations
on the or.,' More nomat the
th caner carrion
to Section 27 oo Section 2B the olennfil
Second
tion 23
pp nv,ueeet of the Sof e 000002 i
The surSectionae 2beorna of tnb fro 150075 0'0140' rie71.
Lineal unite are expressed in 0.5 s.rvey Feet.
SITE PLAN
SUMMIT MIDSTREAM PARTNERS, LLC.
SINN Section 20, iaws1lp l 5zlnh. Rose 02 µw[.675 Principal Mee elm
Sheet 2 of 31 Dote. ca.*. 2012
.bb No. 015-00512
Design MP 1 Ude.: kat
6Mcked. Ors IApproved.
50➢RO.IECTSE215 Summit NNstr0On P00100,W05 5150 Pamµ205Rpro
RIVERCITY
C O N S U LTA NTS
744 Horizon Courlr 0110 - 070n2 !unlash E0 21505 - 050n0: 970-241-4722
IF IN DOUBT - ASK
THIS DRAWING 15 NOT VAUD UNLESS THE LATEST REVISION INITIALS ARE HANDWRITTEN
NOTE:
FIELD VERIFY ALL DIMENSIONS WITH ENCANA
AND MPA PRIOR TO FABRICATION AND
INSTALLATION.
STEEL NOTES:
SEE DWG. 011019-1-3000 FOR STEEL NOTES
ISSUED
FOR CONSTRUCTION
REFERENCE
REVISION RECORD
DRAVRIO No
DESCRPITON
REV No
DESCRIPTION
OOm
OA1E
G11019-1-3000
ELMIRA
011019-11001
num
011019-1-2007
ST.CIIOIG NO OWLS
011019-1-7000
FOUIdapN OETMS
Ito
ISSUED KR OONSTFUC1UI - ROOF MIR RfltflON
AED
0 LMI D FCR CONSTRICTION
N0 DIN DAN
323/12
3/21/12
CONS mpa
& Structural
Engineering & Project Management
823 Grond Avenue Stn 210, Glenwood , CO 81601
Telephone {970) 928-8538 Focelmfle 970 947-8964
SCALIA/S.014 LLR.0.
ORAIRI
tOS
OEO(ED
DAN
R90®
DAH
P.t /'!'k. -;402'A
l 0 /!l'kd1%1A'
gar era, D
3/19/12
3/19/12
3/19/11
OESTOI 0[CoS0
ENCANA
BUILDING INSPECTIONS
K28E ELECTRICAL SHED
GENERAL ARRANGEMENT
DINT AAPR0vE0
I A
110.1.OWL
DWG No
G11019-1-3004
Rev
NOTES:
1. FIELD VERIFY ALL DIMENSIONS WITH ENCANA AND
MPA PRIOR TO FABRICATION AND INSTALLATION.
2. SETUP MARKING STAKES IN AGREEMENT WITH
ENCANA AND MPA PRIOR TO REMOVAL OF
EXISTING BUILDING TO MARK AND SET LOCATION.
5/8"� EPDXY ANCHOR BOLTS
6" EMBED
8 1/2"
1,-0"
10'-3"
8 1/2"
10'-3"
8 1/2"
1 -0"
22' 6"
24 -#4 BARS TRANSVERSE
IF IN DOUBT - ASK
THS DRAWING IS NOT VALID 11%.• re, THE LATEST REVISION INITIALS ARE HANOWFGTTEN
16 -#4 BARS LONGITUDINAL
GRADE EL. 6511.20'
SLOPE GRADE WAY
FROM SLAB ON
ALL SIDES
EXCAVATION NOTES;
L (ARE MIST BE TAKEN WRING EXCAVATION. NOTES MPA CONSULTING ENGINEERS
296EDATELY Of ANY LROCICUEN1ED UNDERGROUND PPNG (NR OTHER NTEREERENCES.
CONCRETE NOTES:
L THE CONCRETE SHAD BE PROPORTIONED N ACCORDANCE WITH AU 301 AND
SHALL DEVELOP A MNMUM COMPRESS/YE STRENGTH OF 1000 P51 AT 28
DAYS.
2. CEMENT SHALL BE TYPE II PORTLAND CEMENT TO ASTM C 50.
3. CONCRETE AGGREGATES SWILL CONFORM TO ASTM a3. MAXIM SLTE Of
COARSE AGGREGATE SHALL BE ii".
1. REINFORCING BARS SHALL BE DEFORMED BARS TO ASTM A 6E GRADE 60.
5. ANCHOR BOLTS SHALL 8E GALVANIZED L CONFORM TO ASTM A-301 WITH
HEAVY HEX MS TO ASTM A 563 O.N.O.. SEE INSTALLATION NOTES.
6. GROUT HOER BASEPLATES SHALL 8E MECO 685 NON -SHRINK
GROUT 8Y MASTER BULDERS, K. OR APPROVED EQUNALENT.
7. CONCRETE SHALL NOT BE PLACED UNTE. AFTER INSPECTION OF 111E
FORMWORK APD REINFORCING STEEL PLACEMENT BY MPA REPRESENTATIVE.
B. TRANSPORTATION AND PLACEMENT OF CONCRETE UNDER ADVERSE
CONDHKNI5 OF HIGH TEMPERATURES, W0485 , LOW MUMUNTY AND COLD
TEMPERATURES SHALL BE N ACCORDANCE WITH ACI 305 AND AU 306.
0. COMPLETION OF CONCRETE PLACEMENT SHALL NOT TAKE PUCE LONGER
THAN 90 MIMES FROM WIEN BAT(IED.
10. EXCAVATE TO UNDERSIDE OF FOOTING ELEVATION. COMPACT TO 98% STANDARD
PROCTOR TO ASTM D 1551.
8ACKFRL WITH APPROVED STRUCTURAL FILL AND C064ACT IN ACCORDANCE WITH
SOILS REPORT.
PD NOT OVER EXCAVATE
31 ALL EXPOSED CORNERS SHALL HAVE A h" CHAMFER.
12. WATER SHAL. 8E PREVENTED FROM ENTERING TIE EXCAVATION PRIOR TO
PLACEMENT OF THE CONCRETE.
13 (ONCRETE SHALL MOT BE PLACED ON 0502EN GROUND.
11. F THE MEAN DAILY TEMPERATURE FALLS BELOW 450, THE CONCRETE
SHALL BE MAINTAINED BETWEEN 50F AMO 70f WH10 CURING.
15. SPLUNG OF RE8ARS SHALL BEN ACCORDANCE WITH AC1 318. WITH
MINN LAP LENGTH . 24" FOR /4 BARS, 32" FOR B5 BARS, 38' FOR 06 BARS,
49' FOR 08 BARS.
16. DESIGN ASSUMES ALLOWABLE SOIL HANG PRESSURE OF 1200 PS0 CONFIRMED
BY A QUALIFIED SOL ENGINEER AFTER EXCAVATION.
17. ADY1SE ICA OF ANY SIGNIFICANT VARIATION FROM NOMINAL DDEN51ONS, PRIOR
TO COMMENCEMENT OF EXCAVATION
ISSUED
FOR CONSTRUCTION
RifERENCTE
REH510N RECORD
DRAWNO No
DE5CRIP00N
REV No DESCRIPTION
ITT" 6012 D50'D APPRU DATE
011012-1-3010
DEWIDON S0R
01101W-1-5001
011017-1-5002
011017-1-3003
ELFAOpN MEL
EIBODDI SAM.
RAN AEN
0 BUD 11>R 4:011511UCT 0
{�' 9Y1 1.191 3)21/12
mpa
Mechanical & Structural
Engineering & Project Manogement
823 Grand Ave,ue Ste. 200, Glmwoad Springs,CO 81601
Telephooe (970) 928-8538 Focelmee (97917-8984
S(AI1/1e•.1'-e u.Na
sle TIrff, D
DRAWN
1105
Orn®
DAH
DESIUlD
DN
Ah71H(
17.1 /6 YoVVA
/'A//i'kLfTVA"
2/20/12
2/17/12
2M/12
DESDI DECKED
MDR APR2OVED
WA PRO). NM.
ENCANA
BUILDING INSPECTIONS
K28E ELECTRICAL SHED
FOUNDATION PLAN
DNC No
G11019-1-2000
Rev 0
\--7-
.'-- . \
• '.:.—moi t�' �',--: ;; • :?'�T__'--T-:. :.•"'=: -A-,, -,-, r. ::
-`�-Y� --. .-. , , •, :-fT-�:-.R •.. .- I. ,.
' ' ..1I—I-11•
"
t
c- �� !
�����
��������`1,-:--_111:=:_--111_--.1_11:-=--111-111-111
//�//�
\
W/\
�i�f i7-1Ti�lr'--
ii 1i 1rl1ifI
"Ti1t�1i`liljni=1�=11i Ir —
LI1-1 I -1 111 I f-71111 I I T 1 I�f-T�I-1Tf1-I I I -L=1 I I-1 1=1 11=l 11=1 f I -I I I_J 11=1Ji
I I -III -III- T ITE -III -1 I I- -17- III -III -1-( iT1-TI-III-III-I I I� I I Tff=1 I I -III -I I IE 11=
= I II HI =111=111=1 If -TTI I I -I 11=IT-111=11I-7-111-11--1 1=1I 11TI=f-111=1 I L
= I -111 - III -I 11 1=11-111-1I 1TTI- 11 1 -116 -11 -6111 -_.=1111r7 -11==111E11 � _ I I I 1=1
-I I I111-111=1 I I-1 11=1 I! 11=11 I-1111 I I_I 11 III -1 11=111-111-111-111-111=111=11=111_11=111-=111911-11
— —IIIIII 1 I I --� III f f11=111-111=111=111
11 111
=III I I I� 1 111111 I1 I L 111--11L-111 I 1 I I I I�111_1 11 11=11 1 1 1I I `11 Il I I1 11-11 11 1 1 II 11111) I I 11-11 1:=111=111_111=111-111 I 1 -ITT
IF IN DOUBT - ASK
THS DRAWING IS NOT VALID 11%.• re, THE LATEST REVISION INITIALS ARE HANOWFGTTEN
16 -#4 BARS LONGITUDINAL
GRADE EL. 6511.20'
SLOPE GRADE WAY
FROM SLAB ON
ALL SIDES
EXCAVATION NOTES;
L (ARE MIST BE TAKEN WRING EXCAVATION. NOTES MPA CONSULTING ENGINEERS
296EDATELY Of ANY LROCICUEN1ED UNDERGROUND PPNG (NR OTHER NTEREERENCES.
CONCRETE NOTES:
L THE CONCRETE SHAD BE PROPORTIONED N ACCORDANCE WITH AU 301 AND
SHALL DEVELOP A MNMUM COMPRESS/YE STRENGTH OF 1000 P51 AT 28
DAYS.
2. CEMENT SHALL BE TYPE II PORTLAND CEMENT TO ASTM C 50.
3. CONCRETE AGGREGATES SWILL CONFORM TO ASTM a3. MAXIM SLTE Of
COARSE AGGREGATE SHALL BE ii".
1. REINFORCING BARS SHALL BE DEFORMED BARS TO ASTM A 6E GRADE 60.
5. ANCHOR BOLTS SHALL 8E GALVANIZED L CONFORM TO ASTM A-301 WITH
HEAVY HEX MS TO ASTM A 563 O.N.O.. SEE INSTALLATION NOTES.
6. GROUT HOER BASEPLATES SHALL 8E MECO 685 NON -SHRINK
GROUT 8Y MASTER BULDERS, K. OR APPROVED EQUNALENT.
7. CONCRETE SHALL NOT BE PLACED UNTE. AFTER INSPECTION OF 111E
FORMWORK APD REINFORCING STEEL PLACEMENT BY MPA REPRESENTATIVE.
B. TRANSPORTATION AND PLACEMENT OF CONCRETE UNDER ADVERSE
CONDHKNI5 OF HIGH TEMPERATURES, W0485 , LOW MUMUNTY AND COLD
TEMPERATURES SHALL BE N ACCORDANCE WITH ACI 305 AND AU 306.
0. COMPLETION OF CONCRETE PLACEMENT SHALL NOT TAKE PUCE LONGER
THAN 90 MIMES FROM WIEN BAT(IED.
10. EXCAVATE TO UNDERSIDE OF FOOTING ELEVATION. COMPACT TO 98% STANDARD
PROCTOR TO ASTM D 1551.
8ACKFRL WITH APPROVED STRUCTURAL FILL AND C064ACT IN ACCORDANCE WITH
SOILS REPORT.
PD NOT OVER EXCAVATE
31 ALL EXPOSED CORNERS SHALL HAVE A h" CHAMFER.
12. WATER SHAL. 8E PREVENTED FROM ENTERING TIE EXCAVATION PRIOR TO
PLACEMENT OF THE CONCRETE.
13 (ONCRETE SHALL MOT BE PLACED ON 0502EN GROUND.
11. F THE MEAN DAILY TEMPERATURE FALLS BELOW 450, THE CONCRETE
SHALL BE MAINTAINED BETWEEN 50F AMO 70f WH10 CURING.
15. SPLUNG OF RE8ARS SHALL BEN ACCORDANCE WITH AC1 318. WITH
MINN LAP LENGTH . 24" FOR /4 BARS, 32" FOR B5 BARS, 38' FOR 06 BARS,
49' FOR 08 BARS.
16. DESIGN ASSUMES ALLOWABLE SOIL HANG PRESSURE OF 1200 PS0 CONFIRMED
BY A QUALIFIED SOL ENGINEER AFTER EXCAVATION.
17. ADY1SE ICA OF ANY SIGNIFICANT VARIATION FROM NOMINAL DDEN51ONS, PRIOR
TO COMMENCEMENT OF EXCAVATION
ISSUED
FOR CONSTRUCTION
RifERENCTE
REH510N RECORD
DRAWNO No
DE5CRIP00N
REV No DESCRIPTION
ITT" 6012 D50'D APPRU DATE
011012-1-3010
DEWIDON S0R
01101W-1-5001
011017-1-5002
011017-1-3003
ELFAOpN MEL
EIBODDI SAM.
RAN AEN
0 BUD 11>R 4:011511UCT 0
{�' 9Y1 1.191 3)21/12
mpa
Mechanical & Structural
Engineering & Project Manogement
823 Grand Ave,ue Ste. 200, Glmwoad Springs,CO 81601
Telephooe (970) 928-8538 Focelmee (97917-8984
S(AI1/1e•.1'-e u.Na
sle TIrff, D
DRAWN
1105
Orn®
DAH
DESIUlD
DN
Ah71H(
17.1 /6 YoVVA
/'A//i'kLfTVA"
2/20/12
2/17/12
2M/12
DESDI DECKED
MDR APR2OVED
WA PRO). NM.
ENCANA
BUILDING INSPECTIONS
K28E ELECTRICAL SHED
FOUNDATION PLAN
DNC No
G11019-1-2000
Rev 0
20'-6"
10'-3"
10'-3"
IF IN DOUBT - ASK
X
P1
X
P1
to
1—
TS3X3X1/8
TS3X3X1/8
TS3X3X1/8
1S4X3X1/8
TS3X3X1/8
co
X
m
m
t!1
TS3X3X1/8
TS3X3X1/8
TS3X3X1/8
to
X
m
X
m
1--
1—
TS3X3X1/8
TMS DRAWNG IS NOT VALID UNLESS THE LATEST REVISION NMALS ARE HANDWRITTEN
REFERENCE
SEE DETAIL ED
TS3X3X1/8
SEE DETAIL I2)
TS3X3X1/8
co
m
x
m
F—
DETAIL
SEAL 3'.1'
v
NOTE:
FIELD VERIFY ALL DIMENSIONS WITH ENCANA
AND MPA PRIOR TO FABRICATION AND
INSTALLATION.
STEEL NOTES:
SEE DWG 611812-1-3000 FOR STEEL NOTES
ISSUED
FOR CONSTRUCTION
X!10001! REMO
CRAVING No
DESCAPOON
REV Ho
0`f
CNV)
Arwo
DA1E
01w12 -I-3000
011010-1-3001
011019-1-00O3
RF/DDH
HAMM
SELIYDfS ND COLS
C11010-1-2000
FOUR IEN 061x2
MED f OOIE6D111 1011011 - ROOF FOND! REVISOR
0 MED 002 OONSINIC11w
A01 ON DW
3123112
3/21/12
mnipa
Mechacal &
,Sructural
Engineering & Project Management
823 Grind Avenue Ste. 200. CINNood Wogs, CO 81801
Tebpllons (970) 928-8538 Fooeim8s 970 947-8984
SCALE, /S .rd O.N2.
SHEE1 S01; 0
WENN
NOS
01000
000
MONO
k'P
P "WWI IAA
C.i / / I.I'/ta
21221,2
own
2/20/12
mow oE0a2
ENCANA
BUILDING INSPECTIONS
K28E ELECTRICAL SHED
ROOF PLAN
CUNT ARROWS
IOA FROA HAIL
DWG No
G11019-1-3003
Rev 1
00
0'
ZO
0.
b
IF IN DOUBT - ASK
X
P1
X
P1
to
1—
TS3X3X1/8
TS3X3X1/8
TS3X3X1/8
1S4X3X1/8
TS3X3X1/8
co
X
m
m
t!1
TS3X3X1/8
TS3X3X1/8
TS3X3X1/8
to
X
m
X
m
1--
1—
TS3X3X1/8
TMS DRAWNG IS NOT VALID UNLESS THE LATEST REVISION NMALS ARE HANDWRITTEN
REFERENCE
SEE DETAIL ED
TS3X3X1/8
SEE DETAIL I2)
TS3X3X1/8
co
m
x
m
F—
DETAIL
SEAL 3'.1'
v
NOTE:
FIELD VERIFY ALL DIMENSIONS WITH ENCANA
AND MPA PRIOR TO FABRICATION AND
INSTALLATION.
STEEL NOTES:
SEE DWG 611812-1-3000 FOR STEEL NOTES
ISSUED
FOR CONSTRUCTION
X!10001! REMO
CRAVING No
DESCAPOON
REV Ho
0`f
CNV)
Arwo
DA1E
01w12 -I-3000
011010-1-3001
011019-1-00O3
RF/DDH
HAMM
SELIYDfS ND COLS
C11010-1-2000
FOUR IEN 061x2
MED f OOIE6D111 1011011 - ROOF FOND! REVISOR
0 MED 002 OONSINIC11w
A01 ON DW
3123112
3/21/12
mnipa
Mechacal &
,Sructural
Engineering & Project Management
823 Grind Avenue Ste. 200. CINNood Wogs, CO 81801
Tebpllons (970) 928-8538 Fooeim8s 970 947-8984
SCALE, /S .rd O.N2.
SHEE1 S01; 0
WENN
NOS
01000
000
MONO
k'P
P "WWI IAA
C.i / / I.I'/ta
21221,2
own
2/20/12
mow oE0a2
ENCANA
BUILDING INSPECTIONS
K28E ELECTRICAL SHED
ROOF PLAN
CUNT ARROWS
IOA FROA HAIL
DWG No
G11019-1-3003
Rev 1
13'-9" OUTSIDE
IF IN DOUBT - ASK
THIS DRAWING 15 NOT VALID UNLESS THE LATEST REVISION INITIALS ARE HANDWRITTEN
FFFERDiCE
SEE DETAILe
SEE DETAILED
TS3X3X1/8
TYP.
TS3X3X1/8
TYP.
DETAIL
SCALE 6".1'-0
DETAIL
SCALE 6-.r
DETAIL
SCALE 6•.1'1
END CAP PLATE
1/8"
1/8N -(TYP.
R,EVR70N RECORD
DRANNO No
OEOSCRPTLON
RREV No
DESORPTION
ErY
aim
D90U
ItHPR'D
DATE
011010-1-3001
EMI= STEEL
011019-1-3002
STS 8EIWIOI
Q11019-1 3003
RAI 11711
Q11D19-1-2000
1(41830101 MARS
0 ERRED FOR OONSTRUOIKIN
e l00 6H lrl" 3/21/12
mpa
& Structural
Engineering & Project Management
823 (kind Avenue Ste. 200, Penned Springs, CO 81601
Telephone (970) 928-8538 FoclkrWe 970 947-8964
SCALE!/e'.1'-1 LUL&.
r--"SWA 0
RRAWR
los
GEOCED
OIJ4
.ni>.vir'UR! 2)50/12
!•,, K. /dACYtA 2/29/12
01501910
DON
1,4 /f '; f Y; ( 2/29/12
Deno) Dian
OBIT APPROVED
WA PRAM PWI.
TS3X3X1/8
TYP.
1/8
TYP.
1
NOTE:
FIELD VERIFY ALL DIMENSIONS WITH ENCANA
AND MPA PRIOR TO FABRICATION AND
INSTALLATION.
STEEL NOTES:
t ALL ANTS TO BE FULLY WELDED t/8' (0801 .0IJS FILLET WELDS,
U.M.O.
2. FABRICATION & ERECTION TO BE N ACCORDANCE WITH AMSC STEEL
CONSTRUCTION MANUAL 13TH EDITION.
3. ALL STRUCTURAL STEEL 'W' SECTIONS SHALL CONFORM TO ASTM A992.
ANGLES AND CHANNELS SHALL (WORM TO ASTM A36.
4. ALL TUBE STEEL SHAPES TO BE ASTM A-500 GR. B. F3 • 46 ksi Fj 65
ksl
5. PANTING TO BE 94 ACCORDANCE WWI ENCANA SPECIFICATION.
4. ALL WELDERS 0 WELDING PROCEDURES SHALL BE QUALJFiE0 IN
ACCORDANCE TO AWS Dtt ALL WELDERS MUST BE OUALFOD FOR
VERTICAL & OVERHEAD WELDING 14 ACCORDANCE WITH AWS DL1 CODE
FOR 30 L 44 POSITION.
7. ALL SHOP t FIELD WELDS TO BE VISUALLY INSPECTED IN ACCORDANCE
TO AWS Dtt.
8. FELD (FECK ALL DIMENSIONS.
1. ALL BOLTS 1, NUTS SHALL BE X6'{6 GA.VINIIED ASTN A325 MGH
STRENGTH U.N.O.
10. ALL GUSSET PLATES SHALL BE ASTM A36 3/8" THICK LIAO.
11. GROUT ACDER BASEPLATES SHALL BE 11186(0 885 NON -SHRINK CROAT
BY MASTER &ALDERS OR APPROVED EQUIVALENT.
ISSUED
FDR CONSTRUCTION
ENCANA
BUILDING INSPECTIONS
K28E ELECTRICAL SHED
ELEVATION STEEL
DWG No
G11019-1-3000
6'-10 1/2" 6'-10 1/2"
3'-5 3/16" 6'-10
5/8" 3'-5 3/16"
8'-1 1/2" 3'-8 7/8" 1'-8 1/4"
011 %III
fir Iv
SEE DETAILe
CIO
m
'o
i
in i
TS3X3X1/8
3'-3 3/4"
3'-3 3/4"
N
Ln
'am
00
X
ln
6"
ANCHOR BOLTS
13,-6"
[ A .(HOR
b"
1.3OLTS
V 14'-6"
IF IN DOUBT - ASK
THIS DRAWING 15 NOT VALID UNLESS THE LATEST REVISION INITIALS ARE HANDWRITTEN
FFFERDiCE
SEE DETAILe
SEE DETAILED
TS3X3X1/8
TYP.
TS3X3X1/8
TYP.
DETAIL
SCALE 6".1'-0
DETAIL
SCALE 6-.r
DETAIL
SCALE 6•.1'1
END CAP PLATE
1/8"
1/8N -(TYP.
R,EVR70N RECORD
DRANNO No
OEOSCRPTLON
RREV No
DESORPTION
ErY
aim
D90U
ItHPR'D
DATE
011010-1-3001
EMI= STEEL
011019-1-3002
STS 8EIWIOI
Q11019-1 3003
RAI 11711
Q11D19-1-2000
1(41830101 MARS
0 ERRED FOR OONSTRUOIKIN
e l00 6H lrl" 3/21/12
mpa
& Structural
Engineering & Project Management
823 (kind Avenue Ste. 200, Penned Springs, CO 81601
Telephone (970) 928-8538 FoclkrWe 970 947-8964
SCALE!/e'.1'-1 LUL&.
r--"SWA 0
RRAWR
los
GEOCED
OIJ4
.ni>.vir'UR! 2)50/12
!•,, K. /dACYtA 2/29/12
01501910
DON
1,4 /f '; f Y; ( 2/29/12
Deno) Dian
OBIT APPROVED
WA PRAM PWI.
TS3X3X1/8
TYP.
1/8
TYP.
1
NOTE:
FIELD VERIFY ALL DIMENSIONS WITH ENCANA
AND MPA PRIOR TO FABRICATION AND
INSTALLATION.
STEEL NOTES:
t ALL ANTS TO BE FULLY WELDED t/8' (0801 .0IJS FILLET WELDS,
U.M.O.
2. FABRICATION & ERECTION TO BE N ACCORDANCE WITH AMSC STEEL
CONSTRUCTION MANUAL 13TH EDITION.
3. ALL STRUCTURAL STEEL 'W' SECTIONS SHALL CONFORM TO ASTM A992.
ANGLES AND CHANNELS SHALL (WORM TO ASTM A36.
4. ALL TUBE STEEL SHAPES TO BE ASTM A-500 GR. B. F3 • 46 ksi Fj 65
ksl
5. PANTING TO BE 94 ACCORDANCE WWI ENCANA SPECIFICATION.
4. ALL WELDERS 0 WELDING PROCEDURES SHALL BE QUALJFiE0 IN
ACCORDANCE TO AWS Dtt ALL WELDERS MUST BE OUALFOD FOR
VERTICAL & OVERHEAD WELDING 14 ACCORDANCE WITH AWS DL1 CODE
FOR 30 L 44 POSITION.
7. ALL SHOP t FIELD WELDS TO BE VISUALLY INSPECTED IN ACCORDANCE
TO AWS Dtt.
8. FELD (FECK ALL DIMENSIONS.
1. ALL BOLTS 1, NUTS SHALL BE X6'{6 GA.VINIIED ASTN A325 MGH
STRENGTH U.N.O.
10. ALL GUSSET PLATES SHALL BE ASTM A36 3/8" THICK LIAO.
11. GROUT ACDER BASEPLATES SHALL BE 11186(0 885 NON -SHRINK CROAT
BY MASTER &ALDERS OR APPROVED EQUIVALENT.
ISSUED
FDR CONSTRUCTION
ENCANA
BUILDING INSPECTIONS
K28E ELECTRICAL SHED
ELEVATION STEEL
DWG No
G11019-1-3000
13'-6" -
IF IN DOUBT - ASK
SEE DETAIL e
TYP \+- 1/8
1/8
DETAIL
SCALL 6's1 -
D
TYP.
7ENO (AP PLATE
R 1/8„
1/8 N (TYP.
1/8
1/8
TYP.
NOTE:
FIELD VERIFY ALL DIMENSIONS WITH ENCANA
AND MPA PRIOR TO FABRICATION AND
INSTALLATION.
STEEL NOTES:
SEE DWG. 611019-1-3000 FOR STEEL NOTES
•
ISSUED
FOR CONSTRUCTION
THIS DRAWING 15 NOT VALID UNLESS llt LAIESI KtYISIUN INITIALS AKt NANUWKIH iLn
REFERENCE
DRAM) No
DESORPTION
REVISION RECORD
REV No
DESCRIPOON
BY
CMCD
DSO'D
APPR'D
DATE
6AED FOR CONSIROC110N - ROOF WRIT RNISEN
3/2.1/12
69LED FOR CONSIMCDON
Am CNN 0111
3/21/12
CONS pCINEa
Mechanical & Structural
Engineering & Project Management
823 Grand kMnue Ste. 200, ManwooACO 81601
Telephone (970) 928-8536 Facsimile 070 947-8964
SCALE:I/e4TA ILN0.
1 SKIT SIA:
DRAWN
DECKED
OESKiE0
115411 DECKED
CENT APPROVED
IPA PIM MAIL
106
aw
LVH
1'n,aA'rul/
ll,a NC:/al,17C.l'
P.t ,4' 91 IAA-
ENCANA
BUILDING INSPECTIONS
K28E ELECTRICAL SHED
ELEVATION STEEL
DWG No
G11019-1-3002
5'-6 3/4" CLADDING LEVEL
0zot
TS3X3X1/8
1
ao
X
X
1—
TS3X3X1/8
CO
X
X
N
1-
1'-0"
10'-3"
10'-3"
22'-6"
1'-0" 1 STEEL NOTES:
SEE DWG. G11019-1-3000 FOR STEEL NOTES
SECTION O
sEAwr.r-1•
NOTE:
FIELD VERIFY ALL DIMENSIONS WITH ENCANA
AND MPA PRIOR TO FABRICATION AND
INSTALLATION.
IF IN DOUBT - ASK
THS ORAWNG IS NOT VALID IELESS THE LATEST REVISION NITIALS ARE HANDWRITTEN
REFERENCE
ISSUED
FOR CONSTRUCTION
MORON RECORD
DRANN° No
DESCRIPTION
REV No
DEDERPDON
re
CNND
DSO')
APPR'D
DATE
ISSUED FOR OONARAaIM - IOOF PURIM FORM
0
NOM FCR 0016DUCT1O11
DM
DW
3/12
3/202
mpa
Mechanical Sc Structural
Engineering & Project Management
823 Good Sb. 200, GlNrrood Siodnoo, 03 81601
TdepIlon/ 970) 928-8538 Nakao 970 947-8964
scA&Lw.r-1 IAND.
1 sxnT mm 0
MAIM
CENGEO
OMNI OREM
CUM APPROWD
IPA PROL KUL
ODE
N'p .X'//f
DNI
/RR /✓'P ll'/, l
CON
2/79/12
9/20/12
7/20/12
ENCANA
BUILDING INSPECTIONS
K28E ELECTRICAL SHED
ELEVATION STEEL
DWG No
G11019-1-3001
Rev
1