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HomeMy WebLinkAboutAmended Plans.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) OPEN -HOLE SOILS REPORT REQUIRED AT FOOTING INSPECTION, 1500 PSF. IF FOUNDATION EXISTS, PROVIDE ENGINEER APPROVAL REPORT AT FRAME INSPECTION. 5) ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORT AT FRAME INSPECTION. 6) ELECTRICAL ROUGH -IN APPROVAL IS REQUIRED AT FRAME INSPECTION. 7) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL/COMPLETION INSPECTION. 8) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 9) LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008. 10) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR COMPLETION APPROVAL. visions r,o/7/ 71.je W/4 /Wau-cre-e-1,l'elo/ pl.iw `h4/4� 56,4 OVEI AW CCARTY • r _409 gay_ ._ l MA147 m Qi\i� r-11Mb 31 Ti HAW(IV BLCfl-3-I2-2419 SENTINEL BUILDING SYSTEMS P. 0. BOX 345 ALBION, NE 68620 (800) 327-0790 ERECTION DRAWINGS FOR TALLY HO CONSTRUCTION 145 COUNTY RD 225 RIFLE, CO 81650-9400 PROJECT: SUMMIT MIDSTREAM 857 INDIAN ROCK RD SILT, CO 81652 B33186 BUILDING DATA: Width (ft) Peak Offset (ft) Length (ft) Eave Height (ft) Roof Slope (rise/12) Dead Load (psf) Live Load (psf) Live Load Reduction = No Frame Load (psf) = 20 Collateral Load (psf) = 1 Roof Snow Load (psf) = 40 Ground Snow Load (psf)= 47.62 Wind Load = 15 = 7.5 = 20 = 14.17 = 2.0:12 = 2.600 = 20.00 90 mph Wind Code = IBC 09 = Closed Coeff = 0.18,-0.18 = C Closure Internal Wind Exposure Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Coefficient = 0.482 (Ss*Fa) Seismic Zone/Design Category ir�''r'`tro.. Designer = RRR DATE: 5/15/14 ;F 27164 -<1 C1: .4t 4V 1 • dAl N;lif ALL HIGH STRENGTH BOLTING AND B FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORT AT FRAMING INSPECTION • LT TIGHTENING PROCEDURES A325 BOLTS DIRECT TENSION INDICATOR TURN -OF -THE -NUT METHOD BOLT SIZE INCHES W INCHES SPECIFIED MINIMUM FASTENER TENSION KIPS 1,000 lbs. BOLT LENGTH <=4 Dia. BOLT LENGTH 4 Dia.<=8 Dia. BOLT LENGTH 8 Dia.<=12 Dia. 1/2 7/8 12 1/3 TURN 1/2 TURN 2/3 TURN 5/8 11/16 19 3/4 1 1/4 28 7/8 1 7/16 39 1 1 5/8 51 1 1/4 2 71 JOINTS NOT SUBJECT TO TENSION LOADS JOINTS NOT SUBJECT TO TENSION LOADS need only be tightened to snug tight condition. This is defined as the tightness attained by a few impacts of an impact wrench or the full effort of a man using an ordi- nary spud wrench. JOINTS SUBJECT TO TENSION LOADS Two tightening procedures are specified for A325 Bolts in joints subject to tension Toads, Turn -of -the -Nut Method or Direct Tension Indicator. Turn -of -the -Nut Method - First bring bolts to a "snug tight" condition to ensure that the parts of the joints are brought into a good contact with each other. Next, place bolts in all remaining bolt holes and bring to "snug tight". Then additionally tighten all bolts by the table above - progressing from the bolts nearest the web, until the bolts have been tightened to applicable nut rotation. During this operation there shall be no rotation of the part not turned by the wrench. Consult the latest edition of the AISC Manual of Steel Construction for more complete instructions for installing high strength bolts. E\GINEEING DATA BUILDING CODE: IBC 09 Job Number: B33186 Job Name: SUMMIT MIDSTREAM Job Location: SILT, CO 81 652 Builder: TALLY HO CONSTRUCTION DATE: 5/14/14 DESIGNED BY: RRR BUILDING FRAMING STATE CODE: IBC 09 BUILDING DESCRIPTION WIDTH: LENGTH: EAVE HEIGHT: ROOF SLOPE: 15 feet 20 feet 14.17 feet 2.0:12 DESIGN LOADS LIVE LOAD: 20.00 psf RIGID FRAME LIVE LOAD: 20 psf COLLATERAL LOAD: 1 psf ROOF DEAD LOAD: 2.600 psf FRAME SELF WEIGHT: INCLUDED WIND LOAD: 90 mph EXPOSURE: C WIND IMPORTANCE FACTOR: 1.00 INTERNAL PRESSURE COEFFICIENT: +0.18 /-0.18 SEISMIC IMPORTANCE FACTOR: 1.00 SEISMIC DESIGN CATEGORY: B SEISMIC COEFFICIENT: 0.482 (Ss*Fa) ASSUMED SITE CLASS: D OCCUPANCY CATEGORY: II - Normal S5= 0.31 S1= 0.08 SDs = 0.32 SDI = 0.13 SEISMIC RESISTING SYSTEM: Structural Steel System Not Specifically Detailed for Seismic Resistance ANALYSIS PROCEDURE: Equivalent Lateral Force Procedure The index force analysis procedure is used for buildings located in seismic design category A [Eqn 11.7-1, ASCE7-05 (IBC06/IBC09)], in which case Cs and R do not apply and are not used to calculate the base shear, V. ROOF SNOW LOAD (P ): 40 psf -ROOF SNOW LOAD FACTORS GROUND SNOW LOAD: 47.62 psf I = 1.00 Ce = 1 Ct = 1.20 Cs = 1.00 Terrain Category: C Slippery/Unobstructed Roof: Y Rain -on -Snow Surcharge = 0.00 psf LEFT ENDWALL FRAME TYPE: Rigid RIGHT ENDWALL FRAME TYPE: Rigid INTERIOR FRAME TYPE: 2 rigid frames, clear span ROOF BRACING: Cable Diagonal Bracing LEFT ENDWALL BRACING: Rigid Frame RIGHT ENDWALL BRACING: Rigid Frame FRONT SIDEWALL BRACING: Cable Diagonal Bracing BACK SIDEWALL BRACING: Cable Diagonal Bracing LEFT ENDWALL GIRT TYPE: RIGHT ENDWALL GIRT TYPE: FRONT SIDEWALL GIRT TYPE: BACK SIDEWALL GIRT TYPE: Inset Inset Inset Inset ROOF PANEL: 26 ga. R -Panel ROOF PANEL COLOR: Desert (CSS6) ROOF TRIM COLOR: Desert (CSS6) WALL PANEL: 26 ga. R -Panel WALL PANEL COLOR: Desert (CSS6) WALL TRIM COLOR: Desert (CSS6) SEISMIC DATA C5 R INTERIOR FRAME: 0.11 3.00 ROOF: 0.11 3.00 LEFT ENDWALL: 0.11 3.00 RIGHT ENDWALL: 0.11 3.00 FRONT SIDEWALL: 0.11 3.00 BACK SIDEWALL: 0.11 3.00 LONGITUDINAL BASE SHEAR: TRANSVERSE BASE SHEAR: V (k) 0.55 0.56 DEFINITIONS/ABBREVIATIONS COMMENTS Definition of Loading Conditions on Anchor Bolt Reactions Page: DL: Dead Load LL: Live Load CO: Collateral Load WP: Wind Pressure WS: Wind Suction LLR: Live Load Right WL: Wind from Left WR: Wind from Right Definition of other abbreviations on Anchor Bolt Reactions Page & Anchor Bolt Details: EW: Endwall SW: Sidewall RF: Rigid Frame DJ: Door Jamb SEISMIC RESISTING SYSTEM ABBREVIATIONS: OMF = Ordinary Steel Moment Frame OCBF = Ordinary Steel Concentrically Braced Frame CC = Cantilevered Column System DRAWING INDEX PAGES) DESCRIPTION PAGE(S) DESCRIPTION COVER SHEET 41-5 ANCHOR BOLT PLAN 7P9 /0-11 RIGID FRAME SECTION ENDWALL ELEVATIONS /5-)e GENERAL DETAILS a/ -a3 ACCESSORY DRAWINGS SIDEWALL ELEVATIONS ROOF FRAMING PLAN ADDITIONAL DETAILS JOB SPECIFIC DETAILS REVISIONS REV T/NE ®LIILO/N6' BY1, 4L: 07 237 SOUTH 4TH ST ALHIOH NE 68620 (800) 327-0790 Wwicar DESCRIPTION Taking Pride In Building Excellence SUMMIT MIDSTREAM DATE APPROVED JOB NUMBER: 1133186 857 INDIAN ROCK RD SILT, CO 81652 DESIGN. RRR ENCR: AEC DATE: 5/14/14 E(jNRR'S SEAL G/.8 ©ebbraL o! ;',?t ! c7 27164 -41 d• PACE No. named on 1n. od .el wool Sentinel ."b. ite the Engineer af Record. ° d I.ng namM Sy�l b IIm .d 1M.t d p.no,monce or the by Seetfli #12 SELF DRILLING TK2125— 1 1/4" LONG PANEL TO FRAMING ONLY NO INSULATION TK2150— 1 1/2" LONG PANEL TO FRAMING ONLY UP TO 4" INSULATION TK2200— 2" LONG PANEL TO FRAMING ONLY 4" + INSULATION #14 SELF DRILLING LAPTEK— 7/8" LONG LAP/TRIM SCREW PANEL TO PANEL TRIM TO PANEL POP—RIVET 1/8"0 ALUMN SLEEVE WITH STL. MANDREL ALL TRIM SPLICES FASTENER COLOR CROSS REFERENCES Rustic — Autumn Red Hunter — Evergreen Gray — Ash Gray Burnished Slate — Patrician Bronze Brown — Tudor Brown Hawaiian — Roman Blue Desert — Clay Black — Matt Black Brilliant — Brite — SP — Regal White Polar White — Oyster White Burgandy — Brandywine 26 GAUGE ROOF PANELS PLAINSMAN PREFORMED PEAK CAPS MASTIC SEALANT ROOF SEAMS OAM CLOSURES 6 GAUGE WALL PANELS HEAD TR! OAM CLOSURES AKE TRIM AMBS AND HEADER FULLY FLASHED 1rII1111"111"6'11-111111 1111 JAMB TRI ORNER TRIM ASE TRIM (OPITIONAL) NOTE: FOAM CLOSURES MAY DIFFER DUE TO INSULATION AND/OR OTHER BUILDING OPTIONS REVISIONS REV 7/NEL IN/LOVJVV/IYi7Th�� DESCRIPTION Taking Pride In Building Excellence 237 SOUTH 4TH ST 41p" (10N. NS 68620 00) 327-0790 DATE JOB NUMBER: DESIGN: .d'NCR: DATS.' APPROVED SFr, 8 %� .avg.�,sq�,.r� s Z'Ct 21164 K � 1.6 a nerned PACE No. DST. • r L. ��•9e. V ee 4 /0 6O•DO 'ONAL 124, ad. 4legrS".0 'Dia= 3/4" w r1 0 T 010 Olin 6" 4" 1 1/4' 1 4 DETAIL A 3/4" sw Dio= 3/4" H r I0 to Li 3" 2 1/2" EW/ SW See Plan DETAIL B NOTE: OUT -TO -OUT OF STEEL DIMENSIONS DOES NOT INCLUDE OPTIONAL NOTCH. ADD NOTCH DIMENSIONS TO OVERALL MEASUREMENTS AT DESIRED LOCATIONS. NOTCH WALL PANEL CANNOT BE BASE MEMBER (ANGLE OR USED WITH OPTIONAL CHANNEL) 5.\c�� DELUXE BASE TRIM. I,'" ��� \-.0 �� II, 00`'`5`� OPTIONAL III BASE TRIM OPTIONAL NOTCH �� (OUTSIDE OF STEEL LINE) CONCRETE FOUNDATION it" /2' i v2' PLACEMENT OF OPTIONAL CDNCRETE NOTCH 15'-0"OUT-TO-OUT OF STEEL 0 u) 0 FRAME LINE DIMENSIONS '-0" OUT -TO -0 ,. 20'-0" 19'-4" 4" X-Brocing $ e ■ -or BM B z B 0 (71 z_ w d. m 1 0r.o 11- 0 J 0 B zB 1..J WI A� o I AT X -Bracing 4 19'-4" y.. 4„ ..� 4" 20'-0" ALL DRAWINGS NOT TO SCALE DIAG❑NAL MEASUREMENT = 25'-0' ANCHOR BOLT PLAN NOTE: All Base Plates ® 100'-0" (U.N.) ANCHOR BOLT SUMMARY Qty Locate 0 8 Jamb 18i 16 Frame Dia (in) Total Len Proj Type (in) (in) 3/4" A36 11.5 2.50 3/4" A36 11.5 2.50 0 REVISIONS REV e::;. 237 SOUTH 4TH S7' AL ION, NE 68620 (800) 327-0790 DESCRIPTION Taking Pride In Building Excellence SUMMIT MIDSTREAM DATE APPROVED PACE No. JOB NUMBER: B33186 857 INDIAN ROCK RD DESIGN: RRR SILT, CO 81652 ENO: AEC ..,.., on a s.nuna ��8�E'R'S SEAL �/ oo REG/ kfte o d. b Yt PU 27184 X. tallow at and S.,dnlE a � r DAT!: 5/14/14 DET: SPLICE PLATE Sc BOLT TABLE Mark SP -1 SP -2 Qty Top Bot Int Type Dia Length Width Thick Length 2 2 0 A325 0.750 2.00 4 4 0 A325 0.750 2.00 6" 1/2" 1'-4 1/2" 6" 1/2" 1 '-7" 3 3/4n -'i 26 Go. SR, Dese 3'_3 1 12 4" CSS6 3' _4" PS— LO S— a in 11 15/16" 13'-0 3/16" Clearance 15'-0" OUT—TO—OUT OF STEEL 11 15/16". 0 RIGID FRAME ELEVATION: FRAME LINE 1 2 4 1 MEMBER SIZE TABLE MARK RF1-1 RF1-2 MEMBER W12x14 W12x14 LENGTH 13'-5 7 8" 7'-7 1/4" REVISIONS REV DESCRIPTION DATE APPROVED E/VT//VL \O/NO )'97 s'MB 237 SOUTH 4T11 ST AL,810N NE 68620 (800) 327-0790 Taking Pride In Building Excellence PACE No. Mont* No onglroor named on tn. onjocont nook Me °n ne,LA 41orno lit vxronnaic.a n,. 17; d . PROJECT SUMMIT MIDSTREAM JOB NUMBER: .833186 857 INDIAN ROCK RD DESIGN. RRR SILT CO 81652 ENCR: AEC DATA: 5/14/14 4 DET. ENGINEER'S SEAL y-fA 100.s0.9.•!'S.q./i4N 52" OF CLEARANCE FOR OVERHEAD DOOR W/0 OPERATOR BETWEEN HEADER AND UNDERSIDE OF THE PURLIN AT THE DOOR JAMB. CHECK WITH OVERHEAD DOOR SUPPLIER TO ENSURE THE DOOR WILL HAVE ADEQUATE CLEARANCE. 15'-0"OUT—TO—OUT OF STEEL /12' 12 G-1 G-1 G-1 r 5'-0" G-2 ZJ DH -1 5'-0" 0 G-1 G-1 G-1 5' — 0" JI ENDWALL FRAMING: FRAME LINE 1 2" 12 BOLT TABLE FRAME LINE 1 LOCATION QUAN TYPE DIA LENGTH Jamb 2 A325 1/2" 1 1/4" MEMBER TABLE FRAME LINE 1 QUAN MARK PART LENGTH 2 6 DJ -1 DH -1 G-1 G-2 PCE08356 PCE08356 PZE08256 PZE08256 13'-3 9/16" 3'-7 9/16" 4'-10 1/2" ANGLE TABLE FRAME LINE 1 OID QUAN PART LENGTH 1 2 1 1 PNH08206 PAN04206 20'-0" 20'-0" CONNECTION PLATES FRAME LINE 1 ❑ ID QUAN MARK/PART 4 5 2 2 EWCLP02 ESCLPEB REVISIONS REV Ifilf T//1/ELsrsrin.�e 237 SOUTH 4T11 ST ALIO NE 68620 (8,00) 327-0790 DESCRIPTION Taking Pride In Building Excellence DATE AP PROVED PACE No. crtoxa SUMMIT MIDSTREAM 857 INDIAN ROCK RD JOB NUMBER: B33186 DESIGN. RRR SILT, CO 81652 ENCR: AEC 7 namedmam stJaucra„nli mai. no. Wing a. a ahe . a I EN, I,tVE4' 'S SEAL 011 REG/ '1.1;4::;:71-1:34./:"..:14. .tki BATE: 5/14/14 DET: 14'-2" 12 .41 52" OF CLEARANCE FOR OVERHEAD DOOR W/0 OPERATOR BETWEEN HEADER AND UNDERSIDE OF THE PURLIN AT THE DOOR JAMB. CHECK WITH OVERHEAD DOOR SUPPLIER TO ENSURE THE DOOR WILL HAVE ADEQUATE CLEARANCE. 15'-0"OUT—TO—OUT OF STEEL O1 G-1 o G-2 G-1 D1 G-1 G-1 1 0 K3 DH -1 o i 0 i 0 G-1 F G-1 -4- _1 5'-0" 5'-0" 5'-0" ENDWALL FRAMING: FRAME LINE 2 2 12 BOLT TABLE FRAME LINE 2 LOCATION QUAN TYPE DIA LENGTH Jamb 2 A325 1/2" 1 1/4" MEMBER TABLE FRAME LINE 2 QUAN MARK PART LENGTH 1 6 DJ -1 DH -1 G-1 G-2 PCE08356 PCE08356 PZE08256 PZE08256 13'-3 9/16" 3'-7 9/16" 4'-10 1/2" ANGLE TABLE FRAME LINE 2 OID QUAN PART LENGTH 1 2 1 PNH08206 PAN04206 20'-0" CONNECTION PLATES FRAME LINE 2 IDID QUAN MARK/PART 4 5 2 2 EWCLP02 ESCLPEB REVISIONS REV DESCRIPTION DATE APPROVED ENGINEER'S SEAL uses. S,D ITC3 4r7s`4 ��i��� ::L SENT/AWL; OLJ/LO/NO &y87YM8 w+e.wawr b..r 237 SOUTH 4TH ST AL ION, NE 68620 (800) 327-0790 Taking Pride In Building Excellence PACE No. PROJECT SUMMIT MIDSTREAM 857 INDIAN ROCK RD JOB NUMBER: B33186 DESIGN. RRR SILT, CO 81652 ENCR: AEC .6r Ow nI on Ow oRocent P.* 9n mu o Engin., x., u. *1. 4,40 1 DATE 5/14/14 DET: 12 N u) O O O O r` I 7T1 - ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Ga. SR — Desert (CSS6) TRIM TABLE FRAME LINE 1 & 2 KID QUAN PART COLOR LENGTH 2 3 4 5 6 4 4 4 2 6 6 SBOC 1 4 SBRT1 0 REND PBOXF JMHDO8 SBHT10 DS DS DS DS DS DS 1 4'-3" 10'-3" 4" 2'-0" 1 0'-3" 1 0'-3" O O ENDWALL SHEETING 8c TRIM: FRAME LINE 2 PANELS: 26 Ga. SR — Desert (CSS6) REVISIONS REV S /VT/NEL SU/LO/NO 8Y®TEM9 sY.nMgD.L.iOMt�, 237 SOUTH 4TH ST A ION, NE 68620 (800) 327-0790 DESCRIPTION DATE APPROVED Taking Pride In Building Excellence PACE No. PROJECT SUMMIT MIDSTREAM JOBNUMBER: 833186 "°° 857 INDIAN ROCK RD DESIGN. RRR SILT, CO 81652 ENCR: AEC 9 DATE: 5/14/14 DAT: Nether U- onU. otRocont soak rm. El R.,. a w n, B A+lmm 6 ImRW t M lu a performance cf by S.. 12 ENGINEER'S SEAL poi p0 REG/ tft g.,.:eczco-, i..804,(4 ig- 27164 0=Si.b.heial: i*,"11 03 0 20'-0" OUT -TO -OUT OF STEEL 0 20'-0" E-1 t] 1 — — — — G-3 1 — — — — d CD M I — — 1 G-3 0 0 G° G-3 Ce . ❑3 © OTa 1 I RF1-1 SIDEWALL FRAMING: FRAME LINE B FIELD SLOT GIRT MULTIPLE SLOTS MAY BE SLOTS 1 1/2' WIDE AND 3' LONG ■-ALIGN GIRT SLOT(S) W/ COLUMN SLOT(S) WEBS FOR CABLE/ROD. REQUIRED ACROSS GIRT DEPTH Slot location may \ — vary across girt Com-- depth for bracing * attaching to endwall corner columns MEMBER TABLE FRAME LINE B QUAN MARK PART LENGTH 3 2 E-1 G-3 CB -1 EAVL8420 PZE08256 1/4" STR 19'-11 1 2" 18'-7 1 4" 21'-3" TR M TABLE FRAME LINE B OID QUAN PART COLOR LENGTH 2 3 2 2 SB0C14 SBET10 _ DS DS 14'-3" 10'-3" I — — — — 1 — — — — ice) 1 — — — — 1 — — — — r. I — — — — r7 I — — — — M I — — 1 SIDEWALL SHEETING & TRIM: FRAME LINE B PANELS: 26 Ga. SR - Desert (CSS6) ANGLE TABLE FRAME LINE B OID QUAN PART LENGTH 1 1 PNH08206 20'-0" CONNECTION PLATES FRAME LINE B 0ID QUAN MARK/PART 1 3 2 6 ESCLPEB PC8BLT REVISIONS REV �EM1 NEL ww.rpnma tim.b`. 237 SOUTH 4TH ST AL,8ION NE 68620 (800) 327-0790 DESCRIPTION Taking Pride In Building Excellence DATE APPROVED PACE No. ENGINEER'S SEAL g�No .,ries. v 4mommmmm9m b h. PRONCT SUMMIT MIDSTREAM JOB NUMBER: B33186 "°°a' 857 INDIAN ROCK RD DESIGN. RRR SILT, CO 81652 ENCR: AEC c.�...r a R � b •�a m�.brq7y moolmmooa R.Na,n. a w. DATE:: 5/14/14 DET. 40, 14'-2" 3'-6" 3'-4" 3'-8" 3'-8" 20'-0" OUT -TO -OUT OF STEEL 20'-O" 41. 4" E-1 b G-3 al fM 7 G-3 ro al a 'C. G-3 ce \7 al LI T' > O 9 I o I RF -1 I RF1-1 SIDEWALL FRAMING: FRAME LINE A AFIELD SLOT GIRT WEBS FOR CABLE/ROD. MULTIPLE SLOTS MAY BE REQUIRED ACROSS GIRT DEPTH SLOTS 1 1/2' WIDE AND 3' LONG "••••,,,, ie -ALIGN GIRT SLOT(S> W/ COLUMN SLOT(S) Slot location may ° vary across girt depth for bracing x attaching to endwall corner columns MEMBER TABLE FRAME LINE A QUAN MARK PART LENGTH 3 2 E-1 G-3 CB -1 EAVL8420 PZE08256 1/4" STR 19'-11 1/2" 18'-7 1/4" 21'-3" TRIM TABLE FRAME LINE A OID QUAN PART COLOR LENGTH 2 3 2 2 SBOC14 SBET10 DS DS 14'-3" 10'-3" SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Ga. SR - Desert (CSS6) ANGLE TABLE FRAME LINE A OID QUAN PART LENGTH 1 1 PNH08206 20'-0" CONNECTION PLATES FRAME LINE A ❑ ID QUAN MARK/PART 1 3 2 6 ESCLPEB PC8BLT REVISIONS REV DESCRIPTION DATE APPROVED ENGINEER'S SEAL d $011�)REGIS di Cit eeploe9p'e /,s(k• 64 • ` ,may n" 271434 i S NT/NEL B!IIWINO BYBTPMB OMlwd 40Bl edeeL.. 237 SOUTH 4TH ST A 10N, NE 68620 (00) 327-0790 Taking Pride In Building Excellence PACE No. PROJECT SUMMIT MIDSTREAM 857 INDIAN ROCK RD SILT, CO 81652 JOB NUMBER: .833186 DESIGN. RRR ENO: AEC DATE 5/14/14 DET: named m the adjacent .0,4 1.eoa.g ink Teti' *Xt..rtwkN mRed M&, a Je ee � I+ %,'-'ONAL}p/ 1,i' �. iA 7 ro N Fin i I I 1 1 I I --------------------------1 SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Ga. SR - Desert (CSS6) ANGLE TABLE FRAME LINE A OID QUAN PART LENGTH 1 1 PNH08206 20'-0" CONNECTION PLATES FRAME LINE A ❑ ID QUAN MARK/PART 1 3 2 6 ESCLPEB PC8BLT REVISIONS REV DESCRIPTION DATE APPROVED ENGINEER'S SEAL d $011�)REGIS di Cit eeploe9p'e /,s(k• 64 • ` ,may n" 271434 i S NT/NEL B!IIWINO BYBTPMB OMlwd 40Bl edeeL.. 237 SOUTH 4TH ST A 10N, NE 68620 (00) 327-0790 Taking Pride In Building Excellence PACE No. PROJECT SUMMIT MIDSTREAM 857 INDIAN ROCK RD SILT, CO 81652 JOB NUMBER: .833186 DESIGN. RRR ENO: AEC DATE 5/14/14 DET: named m the adjacent .0,4 1.eoa.g ink Teti' *Xt..rtwkN mRed M&, a Je ee � I+ %,'-'ONAL}p/ 1,i' �. iA N t0 w 0 D Ei 0 0 20'-0" OUT—TO—OUT OF STEEL 20'-0" 4" RF1-1 QUAN E-1 COLOR RF1 n;.m V RF1-2 SBFRC P-1(Typ) u `R L G��2 Cep? u R r, RF1-2 P-1(Typ) r, R pi Ge-12- C9,2 r . RI RF1— PURLIN LAP ROOF FRAMING PLAN rEEN ERAL NOTES: NOTE: Refer to the rigid frame cross section drawing for roof sheet placement and extension past eave strut. —2 (7) 1-2 1-1 MEMBER TABLE ROOF PLAN QUAN 4 2 4 MARK PART LENGTH P-1 E-1 CB -2 PZE08252 EAVL8420 1/4" STR 19'-11 1/2" 19'-11 1/2" 18'-8" TR M TABLE FRAME LINE KID QUAN PART COLOR LENGTH 2 7 SBFRC DS _ 3'-0" ROOF SHEETING PANELS: 26 Ga. SR Desert (CSS6) ANGLE TABLE FRAME LINE OID QUAN PART LENGTH 1 2 PAN04206 20'-0" CONNECTION PLATES ROOF PLAN 0ID QUAN MARK/PART 1 4 ESCLPEB REVISIONS REV SNT//VEL: ®U/LO/NO BYATdM® lM1wd QCK hd..Y.. 237 SOUTH 4TH ST AL ION, NE 68620 (800) 327-0790 DESCRIPTION Taking Pride In Building Excellence DATE APPROVED PACE No. PROJECT SUMMIT MIDSTREAM JOB NUMBER: h33186 857 INDIAN ROCK RD SILT, CO 81652 DESIGN: RRR ENCR: AEC /a DATE.: 5/14/14 DET: milted S.rdiod au Q ,� Coping. o, Record. n,. .en d U. Mgr (( 1 and S.o3nN BVdrq Spurn. SmXad to the greetgal performance of he Egging .l by no d EAL UQ Q !0 �d •U 27104