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HomeMy WebLinkAboutPlans2'-4 1'-2 ENDWALL GIRT MAIN FRAME COLUMN (4)12" IRA MACHINE p -l0 3 EA4E STRUT '�4' r I Ijf' BOLTS LOW [AVE TROT /� 5t REOii .s-. (4) lir NEA a I ' BOLTS ' FRAME DETAIL JAMB CLIP (RC7) BUTTONA. x 1' wu+0 0 . OUT DOOR JAM 3 MEMBER CUP (RC14) salEW CLIP FLANGE DOOR JAMB 1/2' DIA.x1 1/4' 325 BOLTS 4 1/2' DIA x 1' BOLTS HEAD (1 21) a a Ilk:1;AFVOID.) (FOR CEE COLUMN) PURUN 1I0 0 5 N3" DIA. 1/2" DIA. x 1" 100 ANCHOR 80LTS BUTTON HEA�BO�TS FOR JAMB f0 HEAD BOLTS SHEETING IN BASE ANGLE ANGLE ENDWALL GIRT i I 5 OPENING ©F.O. JAMB um CONN, TO [AVE STRUT RANGE CLIP {RC17) BRACE MMAIIN FRAME AFTER CLIP (RC5) I SIDEWAITL GIRT 1'-2 2'-4 I WIDTH 0SINGLE CEE JAMB/COLUMN MAIN FRAME ENDWALL y CORNER COLUMN TO WALL GIRT COLUMN BASE DETAIL '1 ALL BOLTS ARE 1/2' DIA x 1' MACHINE BOLTS UN. AL BOLTS ARE 1/2' DIA.x 1" MACHINE BOLTS U.N. 0"CEE" "FO" JAMB/COLUMN BASE DETAIL All BOLTS ARE 1/2' DIA x 1' MACHINE BOLTS (U.N.) ALL BOLTS ARE 1/2" DEA. o 1' MACHINE BOLTS (U.N.) 'ALL PANS COMBINATION BASE TRIMDIIIM AND ANGLE #201 MEMBER SCREWSNSTALLATf4N PROCEDURE DOOR JAMB NL INSDE CLOSURE AT r CH CENTER GRT STEEL LINE DOOR HEADER stErws oar 12 pc. 1. Place head section and jambs on flat sur#ac wuBLE WASHER �N ROOF PANEL t+E� CONNECTION RAT wAsre7E BRACE FIN. FLOOR METS SCREWS HEAD UN axe �" ` Y �1 door side up. install bolts and nuts connect PLATE ' Ip a AT 12' ON CENTER +w o jambs. Be sure that heod b t to jambs Pd. ± it s BM ` //� IRM �i 3 11 proper door opening is obtained. WEB OF BRACER EMBER s�� / STITCH SCREWS DOOR LEAF I EA4E STRUT !G % 2. Install doer leaf in frame, check for 1/8' cle head and 3/32' demons at sticker jamb. DOOR HEADER UI CONCRETE AT 12' CII CENTER FOUNDATION( WAIL PAHA SECTION 'A" BTTON HEAD SECTION ELEVATION M HEADER TO DOOR JAMB AI. USE A B OOF RATE � THE MOVE 1 ASHER MOOR MD REY MINDERS DIAGONAL CABLE, EYEBOLT END Q2 gUTSDE CLOSURE OPTIONAL )3. END OF GIRT (RBD DLT} SECTION THRI WALL PANEL LOW SAVE DETAIL WITH T " 3'-9 CTAT AT3.-9 MIH f2 Till up the entire assembly and plrhar }IAIaY Plumb hinge jamb and assembly. Field cut gi 4. Anchor head and striker jkrrd, to bullkfng stn DOOR ALL BOLTS ARE 1/2' DIA x 1' MACHINE BOLTS (U.N) J AND CONCRETE FOUNDATION SCULPTURED EAVE TRIM MGIBEA s DIId (FRO CUT GRT) and entire frmle to panel *ins (field cut). threshold anchor If desired. Instdl jamb extei n,,,,,. nn -on ,,,,e- , ----- DOOR JAMB 5. Install lackset. Install (optional) weatherstrip, 12' 12' 12' 94 95 24 94 DETAIL MEMBER SCREW LOCATION (ALL MEMBERS EXCEPT AS NOTED) 12' 12' 12' 1' 74,24, 1' ,25 DETAIL 'A" MEMBER SCREW LOCATION (PEAK PURLIN, EAVE STRUT, AND PANEL END LAPS) S11TCQI SCREWS 20 (.`ENTERS EXTENDED LEG ON 'PBR' PANEL ONLY DETAIL "A" MEMBER SCREWS CONTINUOUS TAPE SEALER 3 /8l xx 33//32' ( (OP TION ADL (MUST BE SPECIFIED ON ORDER 7 - CONTINUOUS TAPE SEALER 3/8:n 3/32' (STANDARD) 1'x 3/32' (OPTIONAL) NOTA SCREW PATTERNS SHOWN, SATISFY UL -90 REQUIREMENTS FOR ROOF. SECTION TRU PEAK PURLIN AND PANEL END LAPS WALL PANEL MEMBER SCREWS AT 12' ON CENTER HEAD TRIM f HT -01_ HEADER HEADER DETAIL FOR FRAMED OPENINGS WALL PANEL JAMB JAMB TRIM (JT -01-) JAMB DETAIL FOR FRAMED OPENINGS ('R' wau PARE s10WN, A, 'N WTD 'RM' AMIABLE) STITCH SCREWS Al 12' ON CENTER WIN CONTINUOUS TAPE SEALANT UNDER TRN AMR CEN STITCH SCREWS AT 12 ON CENTER -- OUTSIDE CLOSURE OCE PA!Q PURUN (BEYOND) WALL PANEL RAKE DETAIL WITH SHEETED WALL ('R' RODE PANEL 91081, 'M' ROLE PANEL AV/LIABLE) CORNER TRIM (CT -01R) OUTSIDE CORNER DETAIL "R" PANEL ('R PANEL) DOOR JAB TRM ATTACH w PLATE POP RIYEIS 4It /C) (`A'APANEL) SECTION ISSUE P REV. DESCRIPTION PERMIT ToO 0 - (floor) with Ing head to so that the once at jamb to floor. is If required. Tcture, floor Install optional Isiva (if req'd). head member frst. Adjust so that Yh}f jai contacts door Oen in the dosed position, Do not farce vinyl against door as this wi ilterfere with the latdling and Wil not improve the weather sed. F14.D CUT a FOR FIELD LOCATED WALK ODOR - 3'-9 GIRT SUPPLIED ONLY WHEN REQUIRED BY DESIGN. As REEF(. 3070) (4070 (0070) WALK DOOR FOR 3070. 4010 & 0070 ONLY RIGID BUILDING SYSTEMS 18933 Aldine Westfield Houston, Tx. 77073 Phone o (281) 443-9065 Fox : (281) 443-9064 AS TRO'0. SEAUNG OF THIS DRAIMNG DOES NOT IMPLY., OR CONSTITUTE THAT RIGID BUILDINGS ENGI. IS THE ENGINEER OF RECORD CR THE 0E61 PROFESSIONAL FOR THIS PROJECT. ONLY TH DESGN OF THE METAL BUILDING SYSTEM AS FURNISHED BY RIGID IS INCLUOED. FOU+NDA11 ANALYSIS, ELECTRICAL, AND MECIIANI SYSTEMS, AND/OR OTHER PARTS SUP•UED ANYONE OTHER THAN RIGID ARE SPEC! CA EXCLUDED. NO INSPECTION OR SUPERV - ON S IMPLIED. DESCRIPTION: DETAIL PAGE CUSTOMER: PHIL VAUGHAN CONSTRUCTION MGMT LOCATION: SE 1/4 OF SECTION 10, T7S, R93W, 6TH PM TANK COVER DRAYONG BY EMB DATE2/19/03 CHECK BY DATE JOB 22271A SCALE N.T.S. DRAWING i ES OF ISSUE COMBINATION BASE TRIM AND ANGLE #201 STEEL LINE FIN. FLOOR SECTION "A" STEEL LINE 1'-1 • FINISH FLOOR V) Lu V W w a_ RAMP (IF REO'D.) SECTION "B" STEEL LINE FINISH FLOOR SECTION "C" WALK DOOR FIELD LOCATE AL NOTES: sauss-Bastaas SNONN DN THIS DRAWING LOCATE THE ANCHOR BOLTS IN REFERENCE TO BOTH THE BUROING 51EE. UNE AND THE OUTSIDE OF RIGID'S GIJOOESM). PANEL RECESS OF 1-1/2', 'LTHE AEGISLIELT-9Thr411-611 LOCATES ANCHOR BOLTS IN ENGE TO INE CU19DE OF THE PANEL RECESS SHOWN IF THE ACTUAL PANEL. RECESS i5THEN TA L REFERENCAT E DIMENSIONSKOIAN S TH FFRR011 E OUTSIDE CF 1HE PANEL RECESS MUST BE DETERMINED BY THE 'USTOMER. 1 BOTTOM 4 AU. BASE PLATES ARE AT SHE SAME ELEVATION. (UNLE DL+LL H+ H+� IV+ V+1 ALL REACTIONS IN KIPS {HH+. V+ 16'-0" OUT -TO -OUT OF STEEL 1'-2" 20'-0" OUT—TO—OUT OF STEEL 17'-• 8" I 1'-2" I • I• •• A • •1• T,1'-2 .1- 2'-10" 8,-0" CsI A A 20'-0" NOTE: ONLY ANCHOR BOLTS SETTING PLAN ISSUED & STAMPED "F -OR CONSTRUCTION" SHALL BE USED IN SETTING ANCHOR BOLTS 'RIGID BUILDING SYSTEMS' SHALL NOT BE RESPONSIBLE FOR ERROR OR DISCREPANCY IF THE DRAWING USED IS NOT VALID FOR CONSTRUCTION. COLUMN LAYOUT PLAN NOTE: All Base Plates @ 100'-0" (U.N.) ANCHOR BOLTS :BY OTHERS SYMBOL DIA. CITY. PROJ. 1/2" I" 0 5/8" 4 2" 3/4' 16 2 1/2' 7/8' 2 3/4' 1" 3' 1 1/6' 3 1/2' 1 1/2' 31/2' R 0 FEB 2 12003 RIGID BUILDING SYSTEMS 18933 Aldine Westfield Houston, Tx. 77073 Phone : (281) 443-9065 Fox : (281) 443-9064 Dia= 3/4" w 0 8" ie 4" 2� 8 1/4" 1'-2" DETAIL A SW Dia= 5/8" 00 o, 4" 2" SW 11 3/4" See Plan • DETAIL B WIDTH 4 - 1/2' DIA. EXPANSION BOLTS WALK DOOR FIELD LOCATE to See Plan 1/2' r 1 2" SW 4 - 5/B" DIA. DE SEALING OF THIS DRAWING DOES NOT IMPLY OR CONSTITUTE THAT RIGID BULLA1NGS ENGINE) IS THE ENGINEER OF RECORD OR THE DESTGN� PROFESSIONAL FOR THIS PROJECT, ONLY TH DESIGN OF THE METAL BUILDING SYSTEM AS FURNISHED BY RIGID IS INCLUDED. FOUNDATI ANALYSIS, ELECTRICAL, AND MECHANICAL SYSTEMS, AND/OR OTHER PARTS SUPPLIED BY ANYONE OTHER THAN RIGID ARE SPECIFICALLY EXCLUDED. NO INSPECTION OR SUPERVISION IS IMPLIED. 3/4" DESCRIPTION: ANCHOR BOLT P AN Itt CUSTOMER: PHIL VAUGHAN CO RUCTION nXV T LOCATION: SE 1/4 OF SECTION 10, T7S, R93W, 6TH PM TANK COVER DRAWING BY EMB JOB i 22271A DATE CHECK BY [�e✓r 2/19/03 SCALE DRAWING 1/2"-1' Ft OF DAT ISSUE IP H V H (PI COLUMN LINE FRAME LINE __ RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Column Reactions (k ) Frrn Col Load Hmax V Load Hmin V Anc, Bolt Bose Plate (in) Grout Line Line Id H Vmax id H Vmin No D(in) Wid Len Thk (in) 1 * B 6 0.9 3.5 1 -0.9 -0.9 4 0.750 8.000 10.50 0.375 0.0 8 0.9 3.9 3 -0.9 -0.9 1 * A 2 0.9 -0.9 5 -0.9 3.5 4 0.750 8.000 10.50 0.375 0.0 7 -0.9 3.9 4 0.9 -0.9 1 * Frame lines: 1 2 RIGID FRAME: Frame Column Line Line 1 * B 1 * A Frame Column Line Line 1 * B 1 * A 1 * Frame lines: - ---Dead--- Horiz Vert. 0.04 0.34 0.04 0.34 BASIC COLUMN REACTIONS (k ) - -Collateral- Horiz Vert 0,00 0.00 0.00 0.00 - - Wind_R2--- Horiz Vert 0.57 -0.10 0.95 -1.20 1 2 -Seismic.._L-- Horiz Vert -0.25 -0.33 -0.25 0.33 - ---Live---- ---Wind_L1--- Horiz Vert Horiz Vert 0.57 3.20 -0.95 -1.20 -0.57 3.20 -0.57 -0.10 - Seism ic_R-- Horiz Vert 0.25 0.33 0.25 -0.33 --Wind_R1-----Wind__L2--- Horiz Vert Horiz Vert 0.57 -0.10 -0.95 -1.20 0.95 -1.20 -0.57 -0.10 BRACING REACTIONS, PANEL SHEAR ± Reactions (k ) ---Wall-- Col --Wind----Seismic- Loc Line Line Horz Vert Horz Vert L_EW 1 Rigid Frame At Endwoll F_SW A Bracing Not Used R_EW 2 Rigid Frame At Endwoll B_SW B 2 ,1 1.2 0.5 3.5 1.4 Panel Shear (lb/ft) 0 NOTES FOR REACTIONS 1. All loading conditions corresponding H or V are examined and only maximum/minimum H or V and are reported. 2. Positive reactions are as shown in the sketch. Foundation loads ore in opposite directions. 3. Bracing reactions are in the plane of the brace with the H pointing away from the braced bay. The vertical reaction is downward. 4. Building reactions are based on the following building data: Width (ft) Length (ft) Eave Height (ft) Roof Slope (rise/12 ) Dead Load (psf ) Collateral Load (psf ) Live Load (psf ) Snow Load (psf ) Wind Speed (mph ) Wind Code Exposure Closed/Open Importance - Wind Importance - Seismic Seismic Zone Seismic Coeff (Ca) 5. Loading conditions are: 1 DL+WL1 2 DL+WR1 3 DL+WL2 4 DL+WR2 5 DL+CO+LL+WL2/2 6 DL+CO+LL+WR2/2 7 DL+CO+LL+SEIS-L B DL+CO+LL-SEIS-L = 16.0 = 20.0 = 10.10.0 = 10. 1.0 • 0 • 0.0 = 40.0 = 40.0 = 80.0 = UBC 97 = B = C = 1.15 = 1.25 ▪ 1 = 0.19 the - Au. 1trit4z 4Ft. Q7 HBc .=PC u wtG �.�.. Pat & rt.ftsp. -- 3 . t 444 -4 SIS SINS ISSUE 6 REY. 0E5CR9P11ON PERMIT /C4j 7 DATE 2/24/OD Cirri RIGID BUILDING SYSTEMS 189333 Aldine Westfield Houston, Tx. 77073 Phone : (281) 443-9065 Fox r (281) 443-9064 FEB 2 1 2003 .A, SEALING OF 71119 DRAWING DOES NOT IMPLY7 Oil OR CONSTITUTE 'MAT RIGID BUILDINGS £NGINEEIS THE ENGINEER OF RECORD OR THE DESIGNit PROFESSIONAL FOR THIS PROJECT. ONLY THE DESIGN OF THE METAL BUILDING SYSTEM AS FURNISHED BY RIGID IS INCLUDED. FOUNOATION ANALYSIS, ELECTRICAL. AND MECHANICAL SYSTEMS, ANO/OR OTHER PARTS SUPPLIED SY ANYONE OTHER THAN RIGID ARE SPECIn ALLY EXCLUDED. NO INSPECTION CR SUPERVI"+N IS IMBUED. �� DESCRIPTION: REACTIONS CUSTOMER: LOCATION: i PHIL VAUGHAN CONSTRUCTION MG SE 1/4 OF SECTION 10, T7S, R93W, 6TH PM TANK COVER DRAWING BY EMS JOB ! 22271A DATE /19/03 SCALE NTS CHECK BY!A/y 1144 DRAWING ! F2 OF 2 ATE D.yl:lJa ISSUE p J1S IMPORTANT NOTES: 1. OIL CANNING OF PANELS IS NOT A CAUSE OF REJECTION. 2. EXTREME CARE MUST BE EXERCISED DURING ERECTION OF ROOF PANELS AND TRIMS. FOOT TRAFFIC MAY RESULT IN PERMANENT PANEL DISTORTION AND FINISH ABRASION. ERECTOR'S NOTE 1. MEMBER SCREW AND STITCH SCREW PATTERNS AND LOCATIONS SHALL BE IN ACCORDANCE WITH ROOF AND WALL DETAILS SHOWN ON DWG.# E 2. RBSI SUPPLIES 5% FOR OVERAGE AND ANY CLAIM ON SHORTAGE BECAUSE OF NON—COMPLIANCE WITH THE DRAWINGS SHALL NOT BE RBSI'S RESPONSIBLITY. 3. IN THE EVENT THAT A DISCREPANCY OR ERROR ARISES WITH MATERIALS SHIPPED FOR THIS PROJECT OR ON THESE ERECTION DRAWINGS, THE ERECTOR INSTALLER MUST NOTIFY RBSI PRIOR TO CORRECTING. IF RBF IS NOT NOTIFIED, RBSI WILL NOT HONOR BACKCHARGES BY ANY PARTY INVOLVED. 20'-0" OUT—TO—OUT OF STEEL j1'-2 RF1-1 RF1-1 E— ROOF FRAMING PLAN ISSUE RFI --3 REV, DESCRIPTION DATE P PERMIT �s PS -1 (2) LD N Ca I!7 i N ROOF SHEETING PANELS: 26 Go. R Desert Brown RIGID BUILDING SYSTEMS 16933 Aldine Westfield Houston, Tx. 77073 Phone : (281) 443-9965 Fox : (281) 443-9064 MEMBER TABLE MARK P-1 E-1 E— 2 CB -2 PART 8x25Z16 8E516 8ES16 CB0250 LENGTH 19'-10" 19'-11 1/2" 19'-11 1/2" 22.-11" IT FEB 212003 SEALING OF THIS DRAWING DOES NOT IMPLY OR CONSTITUTE THAT RIGID BUILDINGS ENGIN IS THE ENGINEER OF RECORD OR THE DESIGN PROFESSIONAL FOR THIS PROJECT. ONLY THE DESIGN OF THE METAL BUILDING SYSTEM AS FURNISHED BY RIGID IS INCLUDED. FOUNDATI ANALYSIS. ELECTRICAL, AND MECHANICAL SYSTEMS, AND/OR OTHER PARTS SUPP ANYONE OTHER THAN RIGID ARE SPECIF1 ALLY EXCLUDED. NO INSPECTION OR SUPER/AS! • IS IMPLIED. 1 Z: • W4 DESCRIPTION: ROOF FRAMING PLAN CUSTOMER: PHIL VAUGHAN CONSTRUCTION MGMT LOCATION: SE 1/4 OF SECTION 10, T7S, R93W, 6TH PM TANK COVER DRAWING BY EMB DATE /19/03 CHECK BY DAZE JOB & 22271A SCALE 1/2"=-1' DRAWING B r c1 OF ISSUE ti. .1�\ P-1 (T)p) -f'„. .-rte �r- ^..--4 "F1-2 _ r....><:„.._ �” '•. ...r- r"`�� t`\ -CONTINUOUS VENT `.. ''--.., ij �`.._ \ `.� P--1 (Typ) ..-,. --`-. -e „------- -F1-2 .fir 1+ -�-�- 1-I+S_S /--' _,. ..---- __--., RF1-2 ,2-^!� ^ C@�' '-""-,_Cgs `..`2 1- eP E— ROOF FRAMING PLAN ISSUE RFI --3 REV, DESCRIPTION DATE P PERMIT �s PS -1 (2) LD N Ca I!7 i N ROOF SHEETING PANELS: 26 Go. R Desert Brown RIGID BUILDING SYSTEMS 16933 Aldine Westfield Houston, Tx. 77073 Phone : (281) 443-9965 Fox : (281) 443-9064 MEMBER TABLE MARK P-1 E-1 E— 2 CB -2 PART 8x25Z16 8E516 8ES16 CB0250 LENGTH 19'-10" 19'-11 1/2" 19'-11 1/2" 22.-11" IT FEB 212003 SEALING OF THIS DRAWING DOES NOT IMPLY OR CONSTITUTE THAT RIGID BUILDINGS ENGIN IS THE ENGINEER OF RECORD OR THE DESIGN PROFESSIONAL FOR THIS PROJECT. ONLY THE DESIGN OF THE METAL BUILDING SYSTEM AS FURNISHED BY RIGID IS INCLUDED. FOUNDATI ANALYSIS. ELECTRICAL, AND MECHANICAL SYSTEMS, AND/OR OTHER PARTS SUPP ANYONE OTHER THAN RIGID ARE SPECIF1 ALLY EXCLUDED. NO INSPECTION OR SUPER/AS! • IS IMPLIED. 1 Z: • W4 DESCRIPTION: ROOF FRAMING PLAN CUSTOMER: PHIL VAUGHAN CONSTRUCTION MGMT LOCATION: SE 1/4 OF SECTION 10, T7S, R93W, 6TH PM TANK COVER DRAWING BY EMB DATE /19/03 CHECK BY DAZE JOB & 22271A SCALE 1/2"=-1' DRAWING B r c1 OF ISSUE 0 20'-0" OUT -TO -OUT OF STEEL Q 11'_2" 501 E-1 1'-2" i RF1-3 I i 4'-0" 8'-0" C i I RF1-3 8'--0" SIDEWALL FRAMING: LINE A 20'-0" OUT -TO -OUT OF STEEL 0 l' -2"X SD1 r G-2 G-4 G-3 o a v N a I 0 r— OH -1 Z 0 0 BA I BA 0 O 0 RF1-3 I i 4'-0" 8'-0" C i I RF1-3 8'--0" SIDEWALL FRAMING: LINE A 20'-0" OUT -TO -OUT OF STEEL 0 l' -2"X SD1 RF1-1 I SIDEWALL FRAMING: LINE B NOTE: FIELD LOCATE (4) 2'x2' LOUVER F.O. T RF1-1 LEC1L cc 0 I— U LECO1 L 0 I- U 20'-0" OUT -TO -OUT OF STEEL LE TO1 R I I a I 0 r G-4 ,. oa o a v N a I 0 r— o I o 4 BA I o I b r 0 O RF1-1 I SIDEWALL FRAMING: LINE B NOTE: FIELD LOCATE (4) 2'x2' LOUVER F.O. T RF1-1 LEC1L cc 0 I— U LECO1 L 0 I- U 20'-0" OUT -TO -OUT OF STEEL LE TO1 R I I a I 0 r 0 I 0 ,. oa o 0 I O a I 0 r— o I o o I o o I 0 r o I b r SIDE WALL SHEETING & TRIM,; FRAME LINE A PANELS: 26 Ga. R - Desert Brown '� l_,' .»3 I . 20'-O" OUT -TO -OUT OF STEEL LECO1R O I I 0 I 0 0 I 0 0 I o 0 I O 0 I O o I o 0 I 0 SIDEWALL SHEETING & TRIM: FRAME LINE B PANELS: 26 Go. R - Desert Brown ISSUE REV. DESCRIPTION DATE P PERMIT 2/24/10 41:Ar O IXB C—. 0 v LECO1R O U RIGID BUILDING SYSTEMS 18933 Aldine Westfield Houston, Tx. 77073 Phone : (261) 443-9065 Fox (281) 443-9064 TRIM TABLE FRAME • LINE A & B OID MARK LENGTH DETAIL 1 2 LETO1R JTO1R H T01 R 11'-8" 8'- 3" 8'-6" TRIM_1 TRIM_31 TRIM_33 MEMBER TABLE FRAME LINE A & B MARK PART LENGTH DJ -1 DH -1 E-1 E- 2 G-2 G-3 0-4 CB -1 8x25C16 8x25C16 8ES16 8ES16 8x25Z16 8x25Z16 8x25Z16 C60250 9°- 2 1 /4" 8'-0" 19'-11 1/2" 319'-11 ' 1/2" 7-6" 19,-10" 20'-2" F CONNECTION PLATES FRAME LINE A & B 1:1 ID MARK/PART 1 2 3 4 5 RC17 RC51 L RC7 RC51R RC18 1 SEAUNG Of THIS DRAWING DOES NOT IMPLY$ OR CONSTITUTE THAT RIGID BUILDINGS ENGIN R IS 1145 ENGINEER OF RECORD OR THE DESIG PROFESSIONAL FOR THIS PROJECT ONLY iN DESIGN OF THE METAL BUILDING SYSTEM AS tt FURNISHED BY RIGID IS INCLUDED. FOUNDATIC41 ANALYSIS, ELECTRICAL AND MECHANICAL !!!!!!4 SYSTEMS, AND/OR OTHER PARTS SUPPLIED BY' ANYONE OTHER THAN RIGID ARE SPECIF1CA Y EXCLUDED. NO INSPECTION OR SUPERVISION 4S IMPLIED. DESCRIPTION: SIDEWALL ELEVATION CUSTOMER: PHIL VAUGHAN CONSTRUCTION MGMT LOCATION: SE /4 OF SECTION 10, T7S, R93W, 6TH PM TANK COVER DRAWING BY EMB JOB 22271A DATE 2/19/03 SCALE 1/2”=-1' CHECK BY DATE DRAWING E2 OF ISSUE n 12 Q1" 12 16.-0" OUT—TO—OUT OF STEEL Y 16'-0" OUT—TO—OUT OF STEEL A i) f RA1 ,----} _..____.._,...,_r__..__._________ - I�LL !- --- - -----------=.4....-------------------- ,"„ -f - -- ----_____-`---- ---==Sok==a // I Ali 1s 0-1 ` 1s�, �1 ..m 0 Y i I' —4 BA ENDWALL FRAMING: FRAME LINE 1 16'-0" OUT—TO—OUT OF STEEL RA1 G-1 BA ENDWALL FRAMING: FRAME LINE 2 NOTE: FIELD LOCATE WALK DOOR & (4) 2'x2' LOUVERS. 1n� 12 sco iV 12 zoo fV 0 N 0 1 0 PBO1R RT01R tV 0 ENDWALL SHEETING (Sc TRIM: FRAME LINE 1 PANELS: 26 Ga. R — Desert Brown 16'-0" OUT—TO—OUT OF STEEL RTO1R 3BO1 RT01R ENDWALL SHEETING & TRIM: FRAME LINE 2 PANELS: 26 Ga. R — Desert Brown I— ISSUE REV. DESCRIPTION LL' 0 EC 0 DATE P PERMIT 2/21/03 46.7 RIGID BUILDING SYSTEMS 18933 Aldine Westfield Houston. Tx. 77073 Phone : 1281) 443-9065 Fox : (281) 443-9564 MEMBER TABLE— FRAME ABUFRAME LINE 1 & 2 MARK PART LENGTH G--1 8x25Z16 14'-6" CONNECTION PLATES FRAME LINE: 1 & 2 ID ID MC21/PART 1 RTO1R 9'-1" TRIM TABLE FRAME LINE 1 & 2 ()ID MARK LENGTH DETAIL RTO1R 9'-1" TRIM 18 FOR FEB 2120Q3 SEAUNG OF THIS DRAWING DOES NOT IMPLY OR CONSTITUTE THAT RIGID BUILDINGS ENGINEE IS THE ENGINEER OF RECORD OR THE DESIGN PROFESSIONAL FOR THIS PROJECT. ONLY THE DESIGN Of THE METAL BUILDING SYSTEM AS FURNISHED BY RIGID IS INCLUDED. FOUNDATION ANALYSIS, ELECTRICAL AND MECHANICAL SYSTEMS, AND/OR OTHER PARTS SUPPLIED BY ANYONE OTHER THAN RIGID ARE SPECIFICALLY EXCLUDED. NO INSPECTION OR SUPER11SION IS IMPLIED. DESCRIPTION: ENDWALL ELEVATI CUSTOMER; PHIL VAUGHAN CONSTRUCTION MGMT LOCATION: SE 1/4 OF SECTION 10, VS, R93W, 6TH PM TANK COVER DRAWING BYDATE EMB 2/19/03 CHECK BY DATE TOB i 22271A SCALE 1/2 DRAWING E3 OF ISSUE SPLICE BOLTS Splice Mark Top Of Plate Qnt Typ Dia Len Bottom Of Plate Ont Typ Dia Len Sp— 1 Sp— 2 4 A325 0.625 2.25 2 A325 0.625 1.75 4 A325 0.625 2.25 4 A325 0.625 1.75 FLANGE BRACES: Both Sides(U.N.) FBxx: xx=length(in)ne side A — L2x2x14 „ 12 1.3 7'-10" P 7'-1a" 11 26 Ga. PR, Golvalume Plus 3 SP1 241/8 —0 r l'-0" 8 1/4"i f l F829.13A(1)_� F829 13A(1) F629.1 F829.13q(1) 9 7/8" 12'-11 3/4" Clearance IC) 9, I 03 a} U CI a 02 U a_ N M ti 9 7 /8" 16'-0" OUT—TO—OUT OF STEEL 1 i RIGID FRAME CROSS SECTION FOR FRAME LINE 1 2 ISSUE REV. DESCRIPTION 1"� 12 8 1/4" DATE P PERMIT 2/24/03 RIGID BUILDING SYSTEMS 18933 Aldine Westfield Houston, Tx. 77073 Phone ; (281) 443-9065 Fox : (281) 443-9064 MEMBER SL. I At3L.L PIECE MEMBER LENGTH RF1-1 RF1-2 RFI -3 W10x12 W8x10 W10x12 9'-4 7/16 6'-5 3/4" 9'-4 7/16" a CONNECTION PLATES FRAME LINE #1 ID MARK/PART 1 RC18 FOR 1FOS FEB 212003 SEAUNG OF THIS DRAWING DOES NOT IMPLY OR CONSTITUTE THAT RIGID BUILDINGS ENGIN IS THE ENGINEER Cf RECORD OR THE DESIGN, PROFESSIONAL FOR THIS PROJECT. ONLY THE# DESIGN OF THE METAL BUILDING SYSTEM AS FURNISHED BY Rico 1S INCLUDED. FOUNDATI ANALYSIS. ELECTRICAL. AND MECHANICAL SYSTEMS, AND/CR OTHER PARTS SUPPLIED BY ANYONE OTHER THAN RIGID ARE SPECIFICALLY EXCLUDED. NO INSPECTION OR SUPER lS1C IS IMPLIED. • DESCRIPTION: RIGID FRAME CROSS SECTION CUSTOMER: PHIL VAUGHAN CONSTRUCTION MGMT LOCATION: SE 1/4 OF SECTION 10, T7S, R93W, 6TH PM TANK COVER DRAWING BY EMB DATE /19/03 CHECK 8Y ATE JDs #22271A SCALE 1' =1' DRA1MNG E4 OF SSUE Ii ri PAGE 1 AS—BUILTS, LEASE BOUNDARY N87 29'37 "E 225.00' xx O BLOW DOWN STACK NE COR. COMPRESSOR PAD TOC EL. 6098.9' (TRI STATE) UTILITY POLE OH TO UG ELECTRIC N8729 37 "E 208.71' 41' 41'- 0' CHEMICAL BLDG. 201' MMC BLDG. 16' SECOND ADDI TION TO STATION SITE 2.00 ACRES 50002'.36"W D h AIR SUPPLY BLDG. 15' FIRST ADDITION TO STA TION SITE 0.36 ACRES 58729'37"W 208.71' ORIGINAL STATION SITE 1.50 ACRES SE COR. SECTION 1 EL. 6099.5' (TRI STATE) G -! G QC 2003 a 0..,N£TRIx SE COR. S1 TO 51/4 COR. 51 �S8779'37"W 2614.69' 0----G--G--G G G. 0. Metrix Surveying and Mopping NOTICE: According to Colorado law, you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In 0076 RD. 332 no event may any legal action based upon any defect in this Voice & Fax: survey be commenced more than L G► Q �{�tr� 970-625-0736 ten years from the last revision gometrixfrof.net date shown hereon. Rifle, CO 61650 58729'37"W 225.00' G--G---G---G---G-- SURVEYOR'S -GrC1--G- G SURVEYOR'S STATEMENT I, Michael B. Sorensen, am a Professional Land Surveyor licensed under the lows of the State of Colorado. The surveying and drafting work to produce this plat was done by me or under my supervision. N8729'37'E 208.71' En Can a Oil & Gas (USA) Inc. Hun ter Mesa Compression Site A s—buil is and Lease Boundary SEI/4SE1/4, Si, T7S, R93W6 thPM Garfield County, Colorado Notes: 1) Basis of bearing between the E 1/4 corner and SE corner of section 1 found monuments 2) Some structures locations and dimensions were provided by others. 3) The Northern most existing structures to date are shown. 4) Not all structures are shown. A SURVEY MON. SURVEY MON. • SURVEY MON. O SURVEY MON. 17 SURVEY MON. LEGEND (CONTROL) (FOUND) (FOUND) (FOUND) (SET) HYDRANT MANHOLE (SEWER) MANHOLE (WATER) PEDESTAL (UTILITY) POLE (LIGHT) POLE (UTILITY) SIGN STORM DRAIN TRANSFORMER TREE (DECIDUOUS) TREE (EVERGREEN) VALVE (CURB STOP) VALVE (GAS) VALVE (WATER) �J p�000 G E 0 x SS S T TV U U W FENCE (BARB WIRE) FENCE (WOOD) FENCE (CHAIN) FLOW LINE (FL) TREE/BRUSH LINE WALL (RETAINING) WALL (ROCK) GAS ELECTRIC OVER HEAD POINT/NODE SANITARY SEWER SURFACE TELEPHONE TELEVISION UNDER GROUND UTILITIES WATER o so 1ill iii.I Scale: 1 "=50' Contour interval: NA REVISION DATE BY FIRST SURVEY: 12 SEP 02 1 ADD MSC. BLDGS. AND DIMENSIONS 23 FEB 03 MS LAST SURVEY: 14 DEC 02 2 CHANGE LOCATION: CHEMICAL AND AIR SUPPILY BLDGS. 06 MAR 03 MS FIRST DRAFT: 15 DEC 02 LAST REVISION: 06 MAR 03 SCALE: 1" = 50' JOB: 020910 PAGE 1 OF NOTE: BOLT EMBEDMENT SCHEDULE SIZE EMBEDMENT 1/2"0 ANCHOR BOLT 8" MINIMUM EMBEDMENT 3/4"0 ANCHOR BOLT 14" MINIMUM EMBEDMENT 1"0 HEADED ANCHOR STUD 18" MINIMUM EMBEDMENT 1 1/2"0 HEADED ANCHOR STUD 18" MINIMUM EMBEDMENT 1. HEX NUT W/(3) WASHERS MAY BE USED IN LIEU OF HEADED ANCHOR STUDS AT BOTTOM 2. ALL BOLTS SHALL BE A307 MIN. 2 1 " BY OTHERS ANCHOR BOLT V ALTERNATE HEADED ANCHOR STUD 3" x 3" x 3/16" ANGLE W/ ANCHOR BOLTS OR 4" x 4" x 3/16" ANGLE W/HEADED ANCHOR STUDS GRID ASSUMED DIM.-- VERIFY IM-VERIFY W/ BUILDING MANUF. (6) #5 VERT. 1'-2" CL BOLT GROUP CL PAD FOOTING 0 0 • CVS 0 0 ti 8" 12" PLAN BASE PLATE #4 TIES 12" O.C. F. GRADE 8" CONC. WALL W/ #5 I, 16" o.c. VERT. #5 c 16" o.c. HORIZ. BOND BREAKER i i SLAB PER PLAN 4" GRANULAR MAT'L SEE SOILS REPORT (2) #5 CONT. TOP & BOTTOM BEARING ON UNDISTURBED NATIVE SOIL 36" MIN FROST DEPTH (2) #4 TIES TOP (2) #5 CONT. TOP & BOT. • BOND BREAKER • • • •U 4" GRANULAR M AT'L SEE SOILS REPORT TIES ci J • 0 J 0 z 0_ W LLI SEE PLAN TYPICAL SECTION 12" o.c. BEARING ON UNDISTURBED NATIVE SOIL 4 REINFORCING PER PLAN ZIP STRIP CONTROL JOINT REINFORCING PER PLAN SAW CUT CONTROL JOINT NOTES: 1. SLABS SHALL BE CAST IN STRIPS 15-0" WIDE MAXIMUM WITH CONSTRUCTION JOINTS OR CONTROL JOINTS AT A SPACING EQUAL TO THE STRIP WIDTH. 2. SAWCUT CONTROL JOINTS MAY BE USED IN BOTH DIRECTIONS SPACED AT 15-0" MAX. (ZIP - STRIP JOINTS MAY BE USED IN ONLY ONE DIRECTION.) 3. SAWCUT JOINTS SHALL BE MADE SAME DAY AS POUR AND AS EARLY AS POSSIBLE PRIOR TO DRYING SHRINKAGE. THE JOINT SHALL BE FLUSHED WITH WATER OR AIR PRESSURE IMMEDIATELY AFTER SAWING. 4. FINISHING OF CONCRETE SLAB SHALL BE DONE AFTER SURFACE BLEED WATER HAS EVAPORATED. 5. MOISTEN SUB -GRADE PRIOR TO PLACING CONCRETE. 6. APPLY MEMBRANCE CURING COMPOUND TO CONCRETE IMMEDIATELY AFTER CONCRETE FINISHING OPERATION. TYPICAL SLAB CONTROL JOINTS 20'-0" 1'-2" L- _ P 4 PLACES 5" THICK SLAB ON GRADE W/ FIBER MESH OVER STRUCTURAL FILL SEE SOILS REPORT H P 1'- " 8" J FOUNDATION PLAN SCALE = 1/4" = 1'-0" \_ - BOLT GROUP= q, PAD FOOTING VERIFY W/ BUILDING MANUF. LEGEND: 36" x 36" x 12" THK. PAD FTG. W/ #5 12" o.c. EA. WAY 1. DESIGN DATA: ROOF LOAD GENERAL NOTES SNOW L.L. = 40 PSF DESIGN LOADS FROM RIGID BUILDING SYSTEMS, HOUSTON. TX JOB No. NOT AVAILABLE DATED 2-5-03 NO ATTEMPT WAS MADE TO VERIFY THEIR DESIGN ASSUMPTIONS OR CALCULATIONS. THE FOUNDATION WAS DESIGNED TO RESIST THE FOLLOWING REACTIONS: GRID 1 & 2 VERTICAL (DL + LL + SETS) HORIZONTAL (DL + LL + SEIS) 3.6 KIPS -0.9 KIPS SEE BUILDING MANUFACTURE PLANS FOR ADDITIONAL APPLIED LOADS. 2. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFTEY OF ALL PERSONS AND PROPERTY, AND THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION INCLUDING, BUT NOT UMITED TO, SHORING, BRACING, AND TEMPORARY EXCAVATION. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS,AND SITES CONDITIONS BEFORE STARTING WORK AND NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 5. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH WORK SO INVOLVED. 6. RESOLVE ANY CONFLICTS ON THE DRAWINGS WITH THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. 7. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOF WITH THE APPROPRIATE TRADES. NOTIFY ENGINEER IF ANY OPENINGS ARE TO BE CUT IN STRUCTURAL COMPONENTS. FOUNDATION AND EARTHWORK 1. FOUNDATION DESIGN IS BASED ON SOILS REPORT BY: CTL THOMPSON JOB NO. GS -3533 DATED DECEMBER 6, 2001 ALLOWABLE BEARING PRESSURE: 4000 PSF ASSUMED LATERAL EARTH PRESSURE: 45 PCF ASSUMED ALLOWABLE PASSIVE EARTH PRESSURE: 250 PCF THE ABOVE ALLOWABLES ASSUME THE FOOTINGS WILL BEAR ON STRUCTURAL FILL PER THE SOILS REPORT. SPECIFIC SOIL PROPERTIES SHALL BP VERIFIED BY THE SOILS ENGINEER UPON EXCAVATION AND PRIOR TO FOUNDATION PLACEMENT. 2. FINISHED EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRUE TO UNE WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVED FROM EXCAVATIONS. 3. THE GROUND SURFACE SURROUNDING THE EXTERIOR OF THE BUILDING SHOULD BE SLOPED TO DRAIN AWAY FROM THE FOUNDATION IN ALL DIRECTIONS. IT IS RECOMMENDED THAT A MINIMUM SLOPE OF 12 INCHES IN THE FIRST 10 FEET IN UNPAVED AREAS, AND A MINIMUM SLOPE OF 3 INCHES IN THE FIRST 10 FEET IN PAVED AREAS BE PROVIDED. MAMIE 1. SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, MINIMUM STRENGTH: F'c = 3500 PSI AT 28 DAYS AT PIERS, STEM WALLS AND FOOTINGS. F'c = 4000 PSI AT 28 DAYS AT FLATWORK SLUMP: 4" ± 1" NO MORE THAN 5 GALLONS OF WATER SHALL BE ADDED ON SITE CONCRETE TO BE MIXED PER ASTM C94 MAXIMUM TEMPERATURE IN MIXER: 90 DEGREES F. 2. CURING SHALL IMMEDIATELY FOLLOW THE FINISH OPERATION. KEEP CONCRETE CONTINUOUSLY MOIST FOR AT LEAST 7 DAYS USING A PLOYETHYLENE FILM SECURELY HELD IN PLACE OR AN ALTERNATE METHOD APPROVED BY ARCHITECT. 3, PLACEMENT: PER ACI STANDARD 614 AND COLD WEATHER AC1 306 4. TESTING: EMPLOY AN INDEPENDENT TESTING AGENCY ACCEPTABLE EVAULATION TESTS. PROVIDE 7 AND 28 DAYS CYLINDER TESTS. TO OWNER TO DESIGN CONCRETE MIXES AND TO PERFORM MATERIAL COMPLY WITH ASTM C143, C173, C31 AND C39. 5. GROUT UNDER COLUMN BASE PLATES ETC, WITH HIGH STRENGTH, NON -SHRINK, NON-METALLIC GROUT EQUIVALENT TO MASTERFLOW NO. 713 APPUED PER MANUFACTURER'S RECOMMENDATIONS. 6. CEMENT SHALL BE PER ASTM C150, TYPE II, LOW ALKAU. MIX DESIGNS: SUBMIT TO ARCHITECT FOR REVIEW BY ENGINEER A MINIMUM OF ONE WEEK PRIOR TO FIRST CONCRETE DELIVERY. MAXIMUM WATER/CEMENT RATIO: (BY WEIGHT) F'c = 3500 PSI W/c = 0.54 AGGREGATE: PER ASTM C33, MAXIMUM 1". NO ADMIXTURES CONTAINING CHLORIDE SALTS ARE PERMITTED. CONCRETE SHALL NOT BE IN CONTACT WITH ALUMINUM. AIR ENTRAINMENT 5-7% EXTERIOR 2-4% INTERIOR 7_ WHEN THE AMBIENT AIR TEMPERATURE IS BELOW 40' F, CONCRETE SHALL BE HEATED AND COVERED FOR A MINIMUM OF THREE DAYS AFTER PLACEMENT. 8. FLYASH SHALL BE PER ASTM C618 20% MAX. FOR WALLS & FOOTINGS 109E MAX. FOR FLATWORK REINFORCING STEEL 1. REBARS: DEFORMED STEEL, ASTM SPEC. A615 GRADE 60. ALL REBAR BENDS TO BE MADE COLD. 2. BAR 0 LAP: CONCRETE: 50 DIA. U.N.O. MASONRY: 45 DIA. U.N.O. OR 24" MINIMUM WHICHEVER IS GREATER. STAGGER SPILCES 3. CONCRETE PROTECTION: SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER CONCRETE DEPOSITED AGAINST EARTH WITHOUT FORMS 4. CONCRETE EXPOSED TO WEATHER AFTER FORMING: f!6 REBAR AND LARGER 2" CLEAR #5 REBAR AND SMALLER 1 1/2' CLEAR 5. REINFORCING IN CONCRETE PLACED AGAINST EARTH WITHOUT FORMS IS TO BE SUPPORTED WITH APPROVED NON-METALLIC CHAIRS, OR ANOTHER METHOD APPROVED BY THE ENGINEER. 1" 3" 6. FIBERMESH SHALL BE PER ASTM C1116 TYPE III ENG'R POLYPROPYLENE FIBERS FILE: 222001 FD 1=16 rT v'v� w z Fc;') 4t 0 o xci)Q a Q�� 0 wU oddo engineering 302 EIGHTH STREET SUITE 325 GLENWOOD SPRINGS, CO 81601 970/945-1006 JOB: 2320-02 ENGINEER R.A.O. DRAWN BY: R.A.O. Revision/Issues dated CONSI'EUCTION 2-14-03 I C) GENERAL NOTES DETAILS AND FOUNDATION SCALE = 3/4" =1'-0" 31"0