HomeMy WebLinkAboutPlansCONDITIONS OF PERMIT
B LCO-9-13-2982
Nieslanik/Spring Valley Compressor Station
Compressor Building
Sec.3, T7S, R88W
Carbondale, Colorado F7ft220:�7�M
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.
7210
3)
ALL WORK SHALL COMPLY WITH STATE AND FEDERAL REGULATIONS.
4)
EXCAVATION OBSERVATION REPORT REQUIRED AT FOOTING INSPECTION, 4000 PSF.
5)
ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR.
7200 -----
PROVIDE APPROVAL REPORT AT FRAME INSPECTION.
6)
FIRE DISTRICT FINAL APPROVAL REPORT IS REQUIRED FOR CO/FINAL INSPECTION.
r ^_
7)
ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAME INSPECTION.
7190�_
8)
ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL INSPECTION.
--- ---
9)
LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12.
---- ---'--
10)
LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008.
— 7180
11)
GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR COMPLETION APPROVAL.
7178
S 7178--^- -"'--- -
1 �•-.ROAD^�-��- "L
1
71i/y`e 40'-3" 11`-9' 40'-3" 33'-9" 120'-3"
j (NOTE 3)
/ (NOTE 3) ! S-101 SD SILENCER
S-100 STARTING GAS SILEN ER
ST-GTUO ENGINE EXHAUST TACK
INSTRUMENI 00 1
/ AIR RECE0
IVER
TRANSCONTROL/MCC j
T. -- UTILITY GILDING
r G �/GTi
E1(ERATOR� NO -POTABLE o ''•TK-
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ill a
--- SEPTIC TX RESTROOM as w TK- 0 UO
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-� TK-1 0
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7180 I -
-_� / + ....H:P. FINISH GRAD' (--
L..-..-..-..-.-_-..-...-.._...
ELEV.7180.0' U/G. UTILITY
I I
CORRIOOR�.
TRUCK
U/G GAS , , i LL7 —
\
TURNAROUND
\ AREA I
N PUV11 NORTH
-- - ` I- 62.4141
- -" -- BLM BOUNDARY
�.00, � I D zL .D' sD•
I 1 i
scale: 1"=20'
�LEASE AREA \ \
BOUNDARY i \
N.200' - \\\-
S-20/ 8D SILENCER `
S-200 STARTING GAS SILENCER \
_ __00 ENGINE EXHAUST STACK PROPOSED
0.0 I COMPRESSOR
STATION PAD AREA
(NOTE 4)
O
j /S�ce yid o�15 o�r I se \ \ 11
® NA 0
O 0 SLOWDOWN (�Q
t
I SILENCER /
( / l
UfG W SLODOWN LINE (JT
1 ` ESD VALVE; 'c:L, I ///�^^^\\ (NOTE 3� FUEL GA I `
t� STATION D` j SLEEPER RACK
(GRAVEL PAO
INLET V-zoo
F MANUAL \\ l (NOTE 3) SEPARATOR DISCHARGE TK-4
ISOLATION •� 1 ,, I V-100 COALESCER I WASTE TANK. 1
\ ALV
_.. _..- 250' DEEP (NOTE 1)
ANODE WELL
I
LVERT _ ` _ --I• — — —
1�RIGATTON CU
71
7150
301� Im
3
CLARIFIED BLM BOUNDARY
MJM
rvpjs
JPW
2
ADDED TRAFFIC BOLLARDS
MILI
PJS
JPW
1
ISSUED FOR CONSTRUCTION
SOO
PJS
JPW
0
FINAL DRAWINGS
KLV
PJS
PW
er
+ +
LLJ a 1
DATE PROJECT APPROVAL
ISSUED DESCRIPTION PROJ DATE CLIENT DATE
9/9/i3 ISS1JED FOR REVIEW
9/6/1.3 IS9aED 'FR APPROVAL /20/1, • ENGINEERING
ti
3/23/13 ISSUED FOR CONSTRUCTION JPW 7/9/13 —.._ SERVICES, LLC
1/20/13 j� REVISED ISSUED FOR CONSTRUCTION PROJECT NO.: CO 180 40 010 1 AFE 1006137
I °
e l
l
1
IRRIGATION
DIVERTER
Sue,►M TO
`xCXrMNS&IN
GARFEELD COUNTY
Blip 1111ITSIG, DEP p4( 1
nt... 2 DY
L COPY
NO INSPECTION WITHO[
NERAL NOTE THESE PLANS ON SITE:
nape of
. SNOW STORAGE AREA IS ALONG THE SOUTH SIDE OF SITE.
2. ALL TRUCK LOADING/UNLOADING WILL BE DONE ON SITE.
3. CRANE STAGING AREA DURING CONSTRUCTION.
4. CONSTRUCTION MATERIAL STAGING AREA.
5. SITE LOCATION: NW Y4 NE Y4, SECTION 3, WS, 6TH PM
W1116.10m,
DWG. NO.: SPV-000-101
GENERAL NOTES.•
THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED FOR THE LOADS AND CONDITIONS SHOWN ON
THESE DRAWINGS. CONSULT B&C STEEL CORP. BEFORE ANY ALTERATION TO THE STRUCTURAL SYSTEM IS
DONE OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR
LOADS. B&C STEEL WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS THAT ARE NOT INDICATED.
THIS METAL BUILDING IS DESIGNED IN ACCORDANCE WITH STANDARD PRACTICES WHICH ARE BASED UPON
PERTINENT PROCEDURE AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS & CODES:
MATERIAL PROPERTIES OF STEEL PLATE AND SHEET USED IN THE FABRICATION OF PRIMARY RIGID FRAMES AND
ALL PRIMARY STRUCTURAL FRAMING MEMBERS (OTHER THAN COLD -FORMED SECTIONS) HAVE A MINIMUM YIELD
POINT OF 50 KI.S.1. FOR FLANGE & WEB AS REQ'D. BY DESIGN. MATERIAL PROPERTIES OF HOT -ROLLED MEMBERS
(WIDE FLANGE BEAMS, ETC.) SHALL BE MINIMUM 50 K.S.L. MATERIAL PROPERTIES OF COLD -FORMED LIGHT
GAGE STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM A-570, GRADE 55 WITH A MINIMUM YIELD
POINT OF 55 K.S.I.
STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS WHERE INDICATED ON THE DRAWINGS SHALL
BE ASSEMBLED & THE FASTENERS TIGHTENED IN ACCORDANCE WITH 'TURN -OF -NUT" METHOD AS DESCRIBED
IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-490 BOLTS (11-13-85) UNLESS
OTHERWISE NOTED.
ALL STEEL MEMBERS EXCEPT BOLTS & FASTENERS SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION
INHIBITIVE PRIMER (UNLESS SPECIFIED OTHERWISE IN THE CONTRACT DOCUMENTS).
PANEL NOTES•
FLAT SURFACES MAY DISPLAY SLIGHT WAVINESS. THIS PHENOMENON, KNOWN
AS "OIL CANNING" CAN BE CAUSED BY STEEL MILL PRODUCTION TOLERANCES,
FABRICATION TOLERANCES AND/OR FRAMING MISALIGNUENT, AND /S NOT A
CAUSE FOR REJECT/ON. INSTALLATION OF MATERIAL CONSTITUTES ACCEPTANCE
BUILDING LOADS / DESCRIPTION -
WIDTH: 50 LENGTH: 120 HEIGHT: 25.5 125.5
(BUILDING DIMENSIONS ARE NOMINAL. REFER TO PLANS).
BUILDING LOCATION: GLENWOOD SPRINGS. CO
THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND
APPLIED AS REQUIRED BY : IBC 09
THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY WITH THE
REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT.
ROOF DEAD LOAD: 3 PSF (ROOF PANELS, PURLINS, ETC.)
COLLATERAL LOAD: 2 PSF
ROOF LIVE LOAD: 20 PSF
ROOF SNOW LOAD: 50 -"---,eSF -
BASIC WIND SPEED: 90 PH ,EXP: C
SEISMIC DESIGN CAT:
SEISMIC COEF: 0.560
CRANE INFO (IF APPLICABLE)
CRANE TYPE: THE , CAPACITY: 5 TON
IMPORTANCE FACTORS:
SNOW: 1.00 SEISMIC: 1.25 WIND: 1.15
OTHER DESIGN CONSIDERATIONS:
PURCHASER RESPON5/9/L/T/E5.-
APPROVAL OF B & C STEEL CORPORATION DRAWINGS INDICATE THAT B & C STEEL CORP. CORRECTLY
INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS.
WHERE DISCREPANCIES EXIST BETWEEN THE B & C STEEL PLANS AND THE PLANS FOR OTHER TRADES,
THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICE 9TH ED.)
DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY B & C STEEL
CORPORATION ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN B & C STEEL
CORPORATION UNLESS SPECIFICALLY INDICATED.
BY SIGNING THE APPROVAL DRAWINGS WITH EITHER THE "APPROVED" OR "APPROVED AS NOTED" CHECKED
IN THE BOX BELOW, IT IS UNDERSTOOD THAT B&C STEEL CORPORATION WILL PROCEED WITH THE
FABRICATION OF THE BUILDING AND IT IS FURTHER UNDERSTOOD THAT THE PURCHASER ACCEPTS THE TERMS
AND CONDITIONS OF THE CONTRACT DOCUMENTS AND THE PURCHASER RESPONSIBILITIES LISTED ABOVE.
SIDING & ROOFING PANEL STORAGE INSTRUCTIONS. -
SIDING & ROOFING PANEL BUNDLES EXPOSED TO MOISTURE SHOULD BE ELEVATED ON ONE END FOR
DRAINAGE. BUNDLES EXPOSED TO MOISTURE FOR EXTENDED PERIODS OF TIME SHOULD BE TARPED.
COMMON A99Rf-VIA TIONS & PIECE MARKS.
1.
EW =
ENDWALL)
14.
CITY =
QUANTITY)
27.
G- _
2.
SW =
SIDEWALL)
15.
QNT =
QUANTITY)
28.
P- _
3.
SIM. =
SIMILAR)
16.
EL =
ELEVATION)
29.
E- _
4.
TYP. =
TYPICAL)
17.
ELEV =
ELEVATION)
30.
J- _
5.
BS =
BOTH SIDES)
18.
F.F. =
FINISHED FLOOR)
31.
H- _
6.
NS =
NEARSIDE)
19.
T.O.S. =
TOP OF BEAM)
32.
DJ- =
7.
FS =
FARSIDE)
20.
DIA. =
DIAMETER)
33.
DH- =
B.
SL =
STEEL LINE)
21.
GA. =
GAGE)
34.
WJ- =
9.
CL
= CENTERLINE)
22.
EC- =
ENDWALL COLUMN)
35.
WH- =
10.
MF
= MAIN FRAME)
23.
ER- =
ENDWALL RAFTER)
36.
LDC =
11.
LT
= LEAN-TO)
24.
RF7-=
RIGID FRAME)
37.
REQ'D=
12.
WF
= WIND FRAME)
25,
N/A =
NOT APPLICABLE)
38.
EXIST.=
13.
RF
= RIGID FRAME)
26.
O.C. =
ON CENTER)
39.
CONC.=
9U/LD/1VG PANEL & COLOR SCHEDULE
DESCRIPTION
TYPE
COLOR
GAGE
ROOF PANEL
B&C "PBR"
NEED COLOR
26
WALL PANEL
B&C "PBR"
NEED COLOR
26
SOFFIT PANEL
LINER PANEL
PRO -PANEL //
White 23% Perforofeo'
26
PARTITION PANEL
FACIA FRONT PANEL
FACIA BACK PANEL
(NOTE-- SOFFIT PANEL COLOR WILL BE WALL PANEL COLOR IF NOT SPEC/F/EDJ
9UILD/NG TRIM COLOR SCHEDULE
DESCRIPTION
COLOR
GABLE / RAKE
NEED
COLOR
EAVE TRIM
NEED
COLOR
GUTTER TRIM
NEED
COLOR
DOWNSPOUTS
NEED
COLOR
CORNER TRIM
NEED
COLOR
FRAMED OPENINGS
NEED
COLOR
INTERIOR TRIM
White
(NOTE. DOWNSPOUT COLOR WILL BE WALL PANEL COLOR IF NOT SPEC/F/ED/
ACCESSORIES /NCL UDED:
QTY:
DESCRIPTION:
3
FIELD
LOCATED 3o7o 112 GLASS PREP SF WALKDOOR KIT
3
DOOR
CLOSER
3
PANIC
DEVICE
12
10'-O"
CONTINUOUS RIDGE VENTS w/Screens & Dompers
PURCHASER: TPI
PROJECT: SOURCE GAS - SPRING VALLEY COMPRESSO/' SLOG.
JOB NUMBER: 6090
N.U. bUX I UyV - Jl UI I JC3L urr, INLDrV1Jr\,\ uo ju d- i via
PH: (308) 632-6188 FAX: (308) 632-7172
REVISIONS:
I.D. DESCR/PT/ON DATE
NOTE: APPROVAL IS NOT COMPLETE UNLESS THE "NEED UULUK
STATEMENTS ARE REPLACED WITH A COLOR.
PD 0 L
)51 x
�s�oNai E�
REVIEWED
By Richard T Smith at 7:17 pm, Sep 09, 2013
GENERAL NOTES:
I. CODES AND STANDARDS
IT. PROJECT SHALL CONFORM TO SOURCE GAS PROJECT SPECIFICATIONS AND THE 2009
EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), AND CODES AND STANDARDS
CONTAINED THEREIN.
''.DESIGN BASIS - OCCUPANCY CATEGORY III
2.1. GEOTECHNICAL
2.1-I.FORN➢ATION DESIGN IS BASED ON RCCCCMENDATIRNS IN ACCORDANCE WITH
GEOTECHNICAL ENGINEERING REPORT NET GS05724-115, DEL THOMPSON, 3/19/2013,
AND SUPPLEMENTAL RFl DATED 6/20/2013. SOIL PREPARATION AND CONSTRUCTION
DETAILS IN THE REPORT SHALL BE APPLIED AND SUPERSEDE STANDARD PROJECT
SPECIFICATIONS.
231.1, MAXIMUM ALLOWABLE SOIL BEARING PRESSURE OF 40OWSF BASED ON
MINIMUM 2ri EF MOISTURE TREATED AND COMPACTED STRUCTUPAL FILL. PR PARE
SOILS FOR FUTURE COMPRESSOR INERTIA BLOCK 10 MATCH OTHERS.
2.13.2. MINIMUM FROST PROTECTION 36 IN BELOW GRADE
2.1.43. COEFFICIENT OF SLIDING FRICTION 0.33
21.1.4. MAXIMUM ACTIVE SOIL PRESSURE: 50PCF
2.115L MAXIMUM PASSIVE SOIL PRESSURE: 200PCF
2.1.1b. MODULUS CY SUBFRADE REACTION 25OPC1
211.7. SHEAR MODULUS: 2OKS1
2.I3E. POISSONS RATIO. 0.4
21.1.9. SOIL DAMPING RATIO P03
22.EQUIPMENT
2.2.1. EQUIPMENT LOADS USED IN DESIGN ARE AS PROVIDED BY ED'UIPMENT SUPPLIER
AND MUST BE VERIFIED PRIOR TO CONSTRUCTION. THE FOLLOWING WEIGHTS ARE
USED IN DESIGN
2,211. COMPRESSOR SKID (C-100, C-20W, ISO KIP
22J.2. FUEL GAS SKID (SK-IDO), 55 KIP
22.1.3. SLOWDOWN SILENCCR (S-3003, 2 , KIP
223.4. SLOWDOWN SILENCER (S-101, S-20U, 0.6 KIP
Z2.1.5. DISCHARGE COALESCER (V-200), 122 KIP
2216. INLET SEPARATOR (V-100), 152 KIP
22J.7. AIR COMPRESSOR SKID (SK-200), 15 KIP
22:LB. BACKUP GENERATOR SKID (G-IOD, 9.7 KIP
2.21.9. AR RECEIVER (V-3D0), 4.4 KIP
Z.2.1.111 ENGINE EXHAUST STACK (ST-CIOq S1-C200), 5.2 .KIP
2ZLIL STARTING GAS SILENCER (S-100, S-201). OS KIP
22.1.12, STORAGE TANK OK-4), 28 KIP
z22. SECONDARY CONTAINMCNT
222.1. STORAGE TANK SECONDARY CONTAINMENT SYSTEM SHALL BE DURA LIFE
'DYNAMIC LOADING BY SIWX STEEL CD OR APPROVED EQUIVALENT. INCLUDE FULLY
SEALED LINER AND CROSS -DYER STEP ASSEMBLY.
2.3. METAL BUILDING
2.3.1. BUILDING LOADS AND GEOMETRY ARE BASED ON THE FOP -LOWING SUBMITTAL FOR
APPROVAL DRAWINGS BY B&C STEEL. SCOTTSBLUFF NEBRASKA, AND MUST RC
VERIFIED PRIOR TO CONSTRUCIIUN-
2.11.1. COMPRESSOR BUILDING, 3/1672012.
2.3.12. UTILITY BUILDING, 3/15/2012.
2.113. CONTROL BUILDING, 3/19/2012,
2A.LIVE LEAD
2AL MAT SLABS: 250PSF
2A2, ELEVATED PLATFORMS: 60PSF
2.43. STAIRS, IOOPSF
2.4.4. BRIDGE CRANE: 5 TON
25.WIND DESIGN
2.S.1, BASIC WIND SPEED: 90MPR
2.52, EXPOSURE: C
2.6, SNOW LOAD
._ ROOF SNOW LOAD 50PSF
'iCSMIC PARAMETERS
2.7A SHORT PERIOD RESPONSE, Spy 0.359
2.7.2. SITE CLASS: D
2.7.3 SEISMIC DESIGN CATEGORY. C
2.7.4. RESPONSC MODIFICATION FACTOR, R: 20
2.7.5 OVERSTRENGTH FACTOR, 9,: 2.0
MATERIALS
3.1. STORE, PREPARE AND INSTALL ALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS AND/OR APPLICAB:.E STANDARD
3.2.COCRETE
32.1. DESIGN AND PLACE CONCRETE AND REINFORCEMENT PER AMERICAN CONCRETE
INSTITUTE (ACT) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.
3.22, CONCRETE WORK TO CONFORM 10 ACT 301, SPECIFICATIONS FOR STRUCTURAL
COCREIC. COMPLY WITH ACT 305 FOR HOT WEATHER CONCRETING AND ACT 306
FOR COLD WEATHER CONCRETING AS APPROPRIATE.
32.1 MINIMUM ES -DAY CUMPRESSIVE STRENGTH OF CONCRETE SHALL BE 40ODPS1 FOR
KAI SLABS, INERTIA BLOCKS, AND SLAB -ON -GRADE, 300OPS1 FOR OTHER.
3.2.4. ALL REINFORCEMENT SHALL BE DEFORMED BARS CONFORMING TO ASTM AGIS
34S MINIMUM YIELD STRENGTH FOR CONCRETE REINFORCING SHALL BE 40 KS] FOR
B4 AND SMALLER, AND 60 KSl FOR LARGER BARS.
326. ALL REINFORCING PLACCD BELOW GRACE OR EXPOSED TO EARTH SHALL INCLUDE
AN APPROVED GALVANIC CORROSION PROTECTION SYSTEM.
32.7, ALL REINFCRCCNET SHALL BE CONTINUOUS OR WITH MINIMUM CLASS-0 LAP
SPLICE UNLESS OTHERWISE NOTED. ALL MAI SLAB REINFORCING SHALL TERMINATE
AT SLAB EDGES WIN STANDARD HOOK.
328. ALL REINFORCING SHALL BE COL➢ BENT AND SECURELY TIED IN PLACE USING
GALVANIZED OR PLASTIC ACCESSORIES INCLUDING SLAB ON GRADE BAR BOLSTERS.
3.2.9. MINIMUM CONCRETE COVER SHALL BE 1-1/2' FOR 45 AND SMALLER, AND 2' FOR
LARGER BAGS WHERE EXPOSED TO EARTH OR WEATHER AND 3' WHERE CAST
AGAINST EARTH UNLESS OTHERWISE NOTED
3.2.10. JOINT SEALANT FOR ALL CONCRETE CONTROL, CONSTRUCTION AND ISOLATION
.RUNTS SHALL BE SIKAFLEX-IC BY SIKA CORE, OR APPROVED EOUAVALENT.
3.2.17. CHAPTER ALL EXPOSED CORNERS 3/4' UNLESS OTHERWISE NOTED.
3.2.12. COORDINATE ALL PROJECT DRAWINGS FOR EMBEDDED ITEMS (PIPE, CONDUIT,
EIC.) AND DLO3(DUTS BEFORE PLACING CCNCROTE,
3.213. VERIFY ALL EQUIPMENT ANCHOR BOLT PLACEMENTS AGAINST THE CERTIFIED
BUILDING AND EQUIPMENT DRAWINGS BEFORE PLACING CONCRETE- TOLERANCES FOR
ANCHOR BOLT LOCATIONS AND ELEVATIONS SHALL BE AS DEFINED IN THE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISG CODE OF STANDARD
PRACTICE.
3.2.14, MOIST -CURE ALL CONCRETE FUR A MINIMUM OF 7 DAYS OR CURE BY USE OF AN
APPROVED MEMBRANE COMPOUND.
32.15. GROUT STRUCTURAL STEEL COLUMN AND EQUIPMENT BASE PLATES AND ANCHOR
SLEEVES WITH MINIMUM DESIGN STRENGTH 6000 PSI PRE -PACKAGED NDN-SHRINK
GR1IU7 SUCH AS SIKAGRDUT 329 BY SIKA CORP., OR APPROVED EO)AVALENT.
3.216. PROVIDE LNISORB 1B-500 OR APPROVED EQUIVALENT COTIIUQUS VIBRATION
ISOLATION PIT LINER WITH SEALED SEAMS AT INERTIA RLDCK LOCATIONS WITH A
DESIGN NATURAL FREQUENCY OF 4-BHZ.
33 STEEL
3.3.1. DESIGN, FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISG MANUAL AND OSHA
STANDARDS.
3.32 PROVIDE TEMPORARY SUPPDRT BRACING AND SAFE LIFTING SCHEMES FOR
ALL HIGH STRENGTH BOLTING AND
FIELD WELDING REQUIRES SPECIAL
INSPECTOR. PROVIDE APPROVAL
REPORT AT FRAMING INSPECTION
EQUIPMENT AND STEEL AS REQUIRES DURING ALL PHASES OF CONSTRUCTION, EXTEND ALL LONG. REINF.
3.3.3 ALL STRUCTURAL STEEL SHALL BE PRIMED AND PAINTED PER PRJJECF Z -6" MIN. BEYOND JOINT
SPECIFICATIONS. ALL ANCHORS EMBED-LD OR POST-1RSTALLED IN CONCRETE SHALL
BE GALVANIZED
3.34. ALL ➢OLTEO CONNECTIONS SHALL BE IN CU14FBRMANCE VITH. AISC'S
SPECIFICATION FOR STRUCMITTS
TS USING NIGH STRENGTH BOLTS. T.O. SLAB
3,3.5 WELDING SHALL CONCURN 10 AMERICAN WELDING SOCIETY (AWS) DLI -� RE: PLAN
STRUCTURAL WELDING CODE. ALL WELDING SHALL BE PERFORMED BY CERTIFIED
WELDERS QUALIFIED BY THE AVS STANDARD WALIFICAiION PROCEDURE
3.34 SPECIFICATION
32,63. WIDE FLANGE SCANS. ASTM A-992, FY=50(SI
3.3.6.2. CHANNELS, ANGLES, PLATES, GRATING, BARS AST" A-36, FY-36XS1
3.3.61. HIGH STRENGTH BITS: ASTM A325
3.36.4. HEAVY HEX NUTS. ASTM A563
3.365. WASHERS ASTM F436
3.3.66. ANCHOR BOLTS, ASTM F1554
13.6.7. WELDING ELECTRODES: E70xx
336A POST-INSIALLED ANCHORS MILT[ KWIK-BOLT TZ DETAIL
4-SUBMITTALS SCALE 3/4"
4.1. IN ADDITION TO PROJECT AND LOCAL BUILDING DEPARTMENT REQUIREMENTS,
CONTRACTOR SHALL PROVIDE THE FOLLOWING SUBMITTALS TO SOURCE GAS PROJECT
MANAGER AND PROJECT STRUCTURAL ENGINEER OF RECORD FOR APPROVAL PRIOR 10
CONSiRUCTiO
4.13. CERTIFIED EQUIPMENT AND METAL BUILDING DRAWINGS.
412. CONCRETE MIX DESIGNS
4,L3 CONCRETE REINFORCING SH3P DRAWINGS
4.1.4. STRUCTURAL STEEL SHOP DRAWINGS
4.IS. VIBRATION ISOLATION LINER SPECIFICATIONS
AT 6. GALVANIC CORROSION MITIGATION SYSTEM SPECIFICATIONS
4.17. SECONDARY CONTAINMENT SYSTEM SPECIFICATIONS
5. STRUCTURAL TESTS AND SPECIAL INSPECTIONS
5.1, APPROVED AGENCIES SHALL PROVIDE STRUCTURAL TESTS AND SPECIAL INSPEC71DNS
WRING CONSTRUCTION IN ACCORDANCE VITH IBC fHAP7CR i7 INCLUDING THE
FOLLOWING
5.13. FABRICATION, SECTION 17D4P. OPEN -HOLE SOILS REPOK I
5,12- STEEL CONSTRUCTION, SECTION )7043.
5.1.3, CONCRETE ECINSIRUC TILIN, SECTION 170CC IS REQUIRED AT FOOTING
5AA, FOUNDATION SOILS. SECTION 17047. INSPECTION ���� PSF
5.15, PIPING SYSTEMS, SCCTIGN 1707.7.3.
52 ALL TEST AND INSPECTION REPORTS SHALL BE SUBKIITED TO SOURCE GAS PROJECT
MANAGER AND PROJECT STRUCTURAL ENGINEER OF RECORD.
6 STRUCTURAL OBSERVATIONS
6.1.CONTRACTOR SHALL NOTIFY SOURCE GAS PROJECT MANAGER. AND THE PROJECT
STRUCTURAL ENGINEER OF RECORD AT LEAST 3 DAYS IN ADVANCE OF POURING
FOUNDATION CONCRETE TO SCHEDULE REDO PLACEMENT OBSERVATIONS. SOURCE GAS
REPRESENTATIVE AND/OR ENGINEER OF RECORD MUST APPROVE PLACEMENT OF
FOUNDATION REINFORCING AND EMDEDKENTS, IN ADDITION 10 DCSIGNAiLD SPECIAL
INSPECTION AGENCY, PRIOR TO POURING CONCRETE
62CONTRACTOR SHALL NOTIFY SOURCE GAS PROJECT MANAGER AND THE PROJECT
STRUCTURAL ENGINEER [IF RECORD UPON SUBSTANTIAL COMPLETION OF STRUCTURAL
STEEL ERECTION AND PIPING AHD EQUIPMENT INSTALLATION TO COORDINATE FINAL
VALKOUVN.
7. COORDINATION
7.1 THE CONTRACTOR SHALL REVIEW AND COORDINATE ALL PROJECT DOCUMENTS AND
FIELD CONDITIONS. THE CONTRACTOR SHALL NOTIFY SOURCE GAS PROJECT MANAGER
AND THE PROJECT STRUCTURAL ENGINEER OF RECORD IMMEDIATELY IF DISCREPANCIES
OR MODIFICATIONS ARE REQUIRED TO THE DESIGN
o Z
NOTE: AQUIRE ENGINEER OF
RECORD APPROVAL FOR JOINT
LOGS.
ABBREVIATIONS
SYMBOL
DESCRIPTION
T.O.C.
TOP OF CONCRETE
T.O.S.
TOP OF STEEL
T.O.F.
TOP OF FOOTING
E.O.P.
BOTTOM OF PLATE
U.N.O.
UNLESS NOTED OTHERWISE
E.W.
EACH WAY
T&B
TOP AND BOTTOM
E.F.
EACH FACE
EL
ELEVATION
K
KIP (1.000 LEIS)
N.T.S.
NOT 70 SCALE
LLV
LONG LEG VERTICAL
CONS.
CONTINUOUS
PROVIDE IY' X 3Y CONT. KEY W/
Y4" MIN. AMPLITUDE ROUGHENED
SURFACE AND BONDING AGENT AT
JOINT
RE: TYP. MAT SLAB
DETAIL FOR CONST.
TYP. MAT SLAB CONST. JOINT
ANCHOR
JADED BOLT
ANCHOR BOLT SCHEDULE
DIA.
GRADE
MIN. EMBED.
36
5"
"
36
6"
36
B`
1"
36
12"
DETAIL - TYP. ANCHOR BOLT 4
SCALE N.T.S. llOO1
BASE BEAU
k 4 x O'-4' SPACER
W/ %" 0 HOLE
-a
2 .2'. 2'
PL 3/4-x4x0'-6" CLIP
PLATE
W/7/8.0 HOLE
DETAIL - CLIP ANCHOR r6'�
SCALE N.T.S. Q01
NHLTI K61K-BOLT
MONOLITHIC SLAB ON
COMPACTED STRUCTURAL
FILL
-� T.O. SLAB
RE: PLAN
DETAIL - TYP. MAT SLAB T
SCALE 3/4 I'-0' OOt
NOTE:
HOOK MAIN REINFORCEMENT
AT END OR PROVIDE
CORNER BAR AS SHOWN.
Q
DETAIL - TYP. CORNER BAR REINFORCING
SCALE N.T.S.
HEAVY HEX HEM
SON ANCHOR SLEEVE OR
PROVED EQUIVALENT FULLY GROUTED
DETAIL - SLEEVED ANCHOR s
SCALE N.T.S. OO �
NWIK-COLT.
DETAIL - EXPANSION ANCHOR %7
SCALE N.T.S. OD1
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REVISION DESCRIPTION
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REVISION DESCRIPTION
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ISSUED DESCRIPTION
PROD
DATE
CLIENT
DATE
ISSUED FOR REVIEW
ISSUED FOR APPROVAL
SERVICES, LLC
ISSUED FOR CONSTRUCTION
0
ISSUED FOR CONSTRUCTION
BSF
MTM
8/5/13
REVISED ISSUED FOR CONSTRUCTION
PROJECT NO.: CO 180 40 GI
AFE: 1006137
DWG. N0.• SPV-300-001
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