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HomeMy WebLinkAboutPlans1/2' 4 1/2' 10'x36' grade beam Zo • 1 1/2'Xl 1/2' siding notch 1 1/2' // . • . 1'-3 1/2' 10"' 42'x42'x18' pad 1'-4 1/2' / 3'-6' 1/2' expansion joint #4 on 18' grid 6' concrete floor Detail P1 Scale: 1" = 1'-0" anchor bolts as per structural steel plan 10' siding notch delete at doorways N 0 2-#5 5 1/2' 1 #5 • O 4 vert, 48' o.c. 2-#5 .o provide drainage away from foundation line for min, distance of 10' #4 stirrup 12' o.c, to tie pad to grade beam I . 9, 417FTWtri ' ---7,-- - -- - --= - - WC • 1'-9' structural fill under all concrete 1'-9r 42' sq. Section P1 Scale: 1" = 1'—oma #5 on 12' grid / dowel min. 4' Into grade beam 1/2' expansion joint #4 on 18' grid 6' concrete floor 10' 10'x36' grade beam 1 1/2' ;/ '-0 1/2' 10' • 0 I 1'-1 1/2' 5 1/2' / / / 4 1/2 3' -Or 1 1/2'Xl 1/2'-\ siding notch 1/2' expansion joint #4 on 18' grid 6' concrete floor Detail P2 anchor bolts as per structural steel plan 10 J siding notch delete at doorways 4,4 2-#5 5 1/2' provide drainage away from foundation line for min, distance of' 10' #4 stirrup 12' o,c. to i-#5 tie pad to grade beam 4 vert. 48' o.c. 2-#5 structural fill under all concrete siding notch delete at doorways 1 1/2' N 2-#5 1-#5 Section P2 Scale: 1" = i'-0" provide drainage away from foundation line for min, distance of 10' #4 vert. 48' o.c. 2-#5 structural fill under all concrete Section 1A #5 on 12' grid 1 1/2'Xl 1/2'-\ siding notch / / —4 10'x36' grade beam 2'-6' . / • 1 N .--4 N 5'-O' 2'-6r 1/2' expansion joint #4 on 18' grid 6' concrete floor Detail P3 Scale: 1" = 1'-0" anchor bolts as per structural steel plan 1 siding notch delete at doorways 2-#5 5 1/2' provide drainage away from foundation line for min. distance of' 10' #4 stirrup 12' o.c. to 1-#5 tie pad to grade beam 4 vert. 48' o.c. 2-#5 #5 on 12' grid structural fill under all concrete 2'-6' 21-6' 60' sq. Section P3 Scale: 1" = 1'-0" 6' concrete floor 10' 10'x36' grade beam 1 1/2'Xl 1/2' siding notch 1,-4r 1'-4' 5' / '-6' 1/2' expansion joint #4 on 18' grid 6' concrete floor Detail P4 Scale: 1" = 1'-0" anchor bolts as per structural steel plan siding notch delete at doorways kJ 2-#5 5 1/2' 1-#5 4 vert. 48' o.c. 2-#5 provide drainage away from foundation line for min. distance of 10' #4 stirrup 12' o.c. to tie pad to grade beam • 0 I • 2-#5 1 #5 1'-9' structural fill under all concrete 1'-9' provide drainage away from foundation line for min, distance of 10' #4 vert. 48' o.c. 2-#5 structural fill under all concrete Section 1B Scale: 1" = 11-0" Section P4 Scale: 1" = 1'-0" #5 on 12' grid V) W W 10 0 U N o v5: r) 414 0o�z W w a. Q0C/) CC:47- cl cv9SI 0°oo 0 Z Liu J C� 0- :4= o C CSO C1 V c0 M a) Cs4 V I � � O L � 0) c L- N ENGINEERING DESIGN BY PROJECT Source Gas foundation dtis SCALE as shown DATE DRAWN 04/13/14 LATEST REVISION NO REVISION SHEET S2 OF�J 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. 8&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 ORGANIZA11ONS & CODES: 1. 1HE AMERICAN INS717UTE OF STEEL CONSTRUCT/ON: "SPECIFICATION FOR THE DESIGN. FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'. 1. AMERICAN IRON & STEEL INSTITUTE "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" J. AMERICAN WELDING SOCIETY.. "STRUCTURAL WELDING CODE:" AWS D1.1 4. METAL BU/LD/NG MANUFACTURERS ASSOC/A710N: "LOW RISE SYSTEM BUILDING MANUAL." 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.I. 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 WAV/NESS TH/S PHENOMENON, KNOWN AS "OIL CANN/NG" CAN BE CAUSED BY STEEL MILL PRODUCT/ON TOLERANCES, FABRICATION TOLERANCES AND/OR FRAM/NG MISALIGNMENT, AND /S NOT A CAUSE FOR REJECT/ON. INSTALLATION OF MATER/AL CONSTITUTES ACCEPTANCE. BU/LD/NG LOADS / DESCR/PT/ON: WIDTH: 50 LENGTH: 90 HEIGHT: 16 /16 (BUILDING DIMENSIONS ARE NOMINAL. REFER TO PLANS). BUILDING LOCATION: GLENWOOD SPR/NGS, CO THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY : /BC 12 THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. ROOF DEAD LOAD: 3.000 PSF (ROOF PANELS, PURLINS, ETC.) COLLATERAL LOAD: 2 PSF ROOF LIVE LOAD: 20.00 PSF ROOF SNOW LOAD: BASIC WIND SPEED: SEISMIC DESIGN CAT: C SEISMIC COEF: 0.507 CRANE INFO (IF APPLICABLE) CRANE TYPE: , CAPACITY: IMPORTANCE FACTORS: SNOW: 1.00 SF PH,EXP: C THOUSAND POUNDS SEISMIC: 1.00 WIND: 1.00 OTHER DESIGN CONSIDERATIONS: PURCHASER RESPONS/B/L/T/ES: 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 8 & 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 INSTRUCT/ONS: SIDING & ROOF/NG PANEL BUNDLES EXPOSED TO MOISTURE SHOULD BE ELEVATED ON ONE END FOR DRAINAGE BUNDLES EXPOSED TO MO/STURE FOR EXTENDED PERIODS OF TIME SHOULD BE TARPED. COMMON ABBRE//AT/ONS & PIECE MARKS: 1. EW 2. SW 3. SIM. 4. TYP. 5. BS 6. NS 7. FS 8. SL 9. CL 10. MF 11. LT 12. WF 13. RF ENDWALL) SIDEWALL) SIMILAR) TYPICAL) BOTH SIDES) NEARSIDE) = FARSIDE) STEEL LINE) CENRLINE) = MAIN FRAME) = LEAN-TO) WIND FRAME) RIGID FRAME) 14. QTY = 15. QNT = 16. EL = 17. ELEV = 18. F.F. = 19. T.0.8. = 20. DIA. _ 21. GA. _ 22. EC- _ 23. ER- = 24. RF1- = 25. N/A = 26. 0.C. = QUANTITY) QUANTITY) ELEVATION) ELEVATION) FINISHED FLOOR) TOP OF BEAM) DIAMETER) GAGE) ENDWALL COLUMN) ENDWALL RAFTER) RIGID FRAME) NOT APPLICABLE) ON CENTER) 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. G- P- E- J- H- DJ- DH- WJ- WH- LOC REQ' D = EXIST. = CONC.= GIRT) PURLIN) EAVE STRUT) MISC. JAMB) MISC. HEADER) DOOR JAMB) DOOR HEADER) WINDOW JAMB) WINDOW HEADER) LOCATION) REQUIRED) EXISTING) CONCRETE) BU/LD/NG PANEL & COLOR SCHEDULE DESCRIPTION TYPE COLOR GAGE ROOF PANEL B NEED COLOR 26 WALL PANEL B NEED COLOR 26 SOFFIT PANEL CORNER TRIM LINER PANEL B Liner White 26 PARTITION PANEL g NEED COLOR FACIA FRONT PANEL FACIA BACK PANEL (NOTE: SOFF/T PANEL COLOR W/LL BE WALL PANEL COLOR /F NOT SPEC/F/ED) BU/LD/NG TR/A1 COLOR SCHEDULE . DESCRIPTION COLOR GABLE / RAKE NEED COLOR EAVE TRI M NEED COLOR GUTTER TRIM DOWNSPOUTS CORNER TRIM NEED COLOR FRAMED OPENINGS NEED COLOR `OTHER (SPECIFY) (NOTE: DOWNSPOUT COLOR W/LL BE WALL PANEL COLOR /F NOT SPECIFIED) ACCESSORIES INCLUDED: QTY: DESCRIPTION: 1 FIELD LOCATED 3o7oG SF WALKDOOR KIT 12 12-6 WALL -LIGHT PURCHASER: TP/ /NDUSTR/AL PROJECT: SOURCE GAS WAREHOUSE JOB NUMBER: 6887 P.O. BOX 1099 - SCOTTSBLUFF, NEBRASKA 69363-1099 PH: (308) 632-6188 FAX: (308) 632-7172 REV/S/ONS: ID DESCR/PT/ON DATE n NOTE: APPROVAL IS NOT COMPLETE UNLESS THE "NEED COLOR" STATEMENTS ARE REPLACED WITH A COLOR. APPROVED GAANILD awry mit WITHOUT THESE PLANS ON Sin REVIEWED By Richard T Smith at 12:39 pm, Apr 01, 2014 90'-1 1/2"OUT-TO-OUT OF CONCRETE 51/2 Z O03rn 19'-8" 0 20'-0" 0 20'-0" 0 29'-8" I X -Bracing j Ql 1,10 or or �4" V 1 e I I B C C 0 ca <Center—Center of Outer Set of Bolts> A J op O O®i - O T X C C 0® ee G G ®® G GQ ( I N a c0 5 1/2. X -Bracing 12'-0" 6'-0" 4'-0" 12'-0" 4'-0' 19'-8" 20.-0" 20'-0" ^ ��/8" ANCHOR BOLT PLAN NOTE: All Base Plates 0 100'-0" (U.N.) — — Partition Wall (See KeyDwg) 0 )2ePef 4 €u9i 4 erred ctwich en Atmt idL of piiry S RE IEWED By Richard T Smith at 12:39 pm, Apr 01, 2014 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1. REFER TO SHEET A2 (& A3 IF REQDJ FOR REAC/7ONS & DETAILS. 2. DIMENSIONS AT OPENINGS ARE TO FACE OF JAMBS SEE DETAILS 2 ANCHOR BOLTS TO BE SET TO t 1/8" IN LOCATION & ELEVATION. < < BY: JH DATE: 3/28/14 CK: DATE: JOB #. 6887 DWG #: Al Dia= 3/4" DETAIL A Dia= 3/4" DETAIL F 1 1/2" 8" 0 0 0 0 4" CO 0 2" 2" 4" sw Dia= 3/4" DETAIL B Dia= 1/2" w w CO 8" O 0 O 0 N 2 1 1/2 4" sw Dia= 3/4" 8" O 0 O 0 See Plan 2" 2" DETAIL C cvl sw Dia= 3/4" 8" 0 0 0 See Plan 2" 2" DETAIL D sw Dia= 3/4" DETAIL E LJ w 8" 0;0 N 2" 2" 4" oo 3" N 1 1/2" See Plan DETAIL G sw Dia= 3/4" DETAIL J 8 1/4" L2" See Plan Z" CO R ' VIEWED By Richard T Smith of 12:39 pm, Apr 01, 2014 STEEL (GIRT) LINE PERIMETER SHEETING NOTCH DETAIL OMIT AT OVERHEAD DOORS, WALKDOORS AND AT OTHER LOCATIONS AS SHOWN ON THE ANCHOR BOLT SETTING PLAN. elE 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES.' 1. Anchor Bolts and other embeded items ore not by B&C STEEL. 2. Foundation and other Concrete Design is not by B&C STEEL. J. Consult o local engineer for Concrete & Foundation Design. << TP/ INDUSTRIAL co' SOURCE GAS WAREHOUSE GLENWOOD SPRIN BY: JH DATE: 3/28/14 CK: DATE: JOB #: 6887 DWG #: A2 F RAME LINES: 2 3 COLUMN LINE H H I 1V RIGID FRAME: MAXIMUM REACTIONS Column Reactions (k ) Frm Col Load Hmax V Load Hmin V Line Line ID H Vmax ID H Vmin 2* A 1 13.1 23.4 4 -4.3 -7.7 8 -1.5 -9.0 2* D 5 4.3 -7.7 1 -13.1 23.4 1 -13.1 23.4 10 1.5 -9.0 2* Frame lines: 2 3 FRAME LINES: 4 ® 0 © O COLUMN LINE H H H H tV IV tV tV RIGID FRAME: MAXIMUM REACTIONS Column Reactions (k ) Frm Col Load Hmax V Load Hmin V Line Line ID H Vmax ID H Vmin 4 A 3 3.0 -0.9 6 -3.5 -0.6 11 0.7 9.7 4 -1.1 -4.7 4 D 7 3.5 -0.6 2 -3.0 -0.9 12 -0.7 9.7 5 1.1 -4.7 4 8 5 0.0 -6.2 5 0.0 -6.2 11 0.0 24.8 4 C 4 0.0 -6.2 4 0.0 -6.2 12 0.0 24.8 FRAME LINES: 5 0 O COLUMN LINE H tV tv RIGID FRAME: MAXIMUM REACTIONS Column Reactions (k ) Frm Col Load Hmax V Load Hmin V Line Line ID H Vmax ID H Vmin 5 A 1 5.0 18.2 6 -2.2 0.4 4 -0.9 -5.1 5 D 9 2.5 -5.0 1 -5.0 18.1 1 -5.0 18.1 10 2.4 -5.8 ENDWALL COLUMN: MAXIMUM REACTIONS Column Reactions (k ) Frm Col Load Hmax V Load Hmin V Line Line ID H Vmax ID H Vmin 1 A 13 1.3 -1.4 14 -1.2 -1.1 15 0.0 3.7 13 1.3 -1.4 1 B 13 2.6 -5.3 14 -2.4 -2.7 15 0.0 10.4 13 2.6 -5.3 1 C 16 2.6 -5.3 17 -2.4 -2.7 18 0.0 10.4 16 2.6 -5.3 1 D 16 1.3 -1.4 17 -1.2 -1.1 18 0.0 3.7 16 1.3 -1.4 ANCHOR BOLT SUMMARY Dia Proj Qty Locate (in) Type (in) O 8 Jamb 1/2" A307 2.50 O 16 Endwall 3/4" A307 3.00 O 40 Frame 3/4" A307 3.00 BUILDING BRACING REACTIONS ± Reactions (k ) Panel_Shear -Wall - Col -Wind - -Seismic - (Ib/ft) Loc Line Line Horz Vert Horz Vert Wind Seis L_EW 1 B,C 3.1 2.9 0.9 0.8 F_SW D 1,2 4.3 3.1 3.5 2.5 R_EW 5 Rigid Frame At Endwall B_SW A 2,1 4.3 3.1 3.5 2.5 NOTLS f Oh KEAU I IUN3 1. All loading conditions are examined and only maximum/minimum H or V and the corresponding H or V are reported. 2. Positive reactions are as shown in the sketch. Foundation loads are 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) = 50.0 Length (ft) = 90.0 Eave Height (ft) = 16.0/ 16.0 Roof Slope rise/12 ) = 1.0/ 1.0 Dead Load (psf ) = 3.0 Collateral Load (psf ) = 2.0 Live Load (psf ) = 20.0 Snow Load (psf ) = 40.0 Wind Speed (mph ) = 115.0 Wind Code = IBC 12 Exposure = C Closed/Open = P Importance Wind = 1.00 Importance Seismic = 1.00 Seismic Zone = C Seismic Coeff (Fa*Ss) = 0.51 5. Loading conditions are: 1 Dead+Collateral+Snow+Slide_Snow 2 Deod+0.6Wind_Left1 3 Dead+0.6Wind_Rightl 4 0.6Dead+0.6Wind_Left1 5 0.6Dead+0.6Wind_Rightl 6 0.6Dead+0.6Wind_Left2 7 0.6Dead+0.6Wind_Right2 8 0.6Dead+0.6Wind_Long1 9 0.6Dead-0.6Wind_Long1 10 0.6Dead+0.6Wind_Long2 11 Dead+Collateral+F2UNB_SL_L 12 Dead+Collateral+F2UNB_SL_R 13 0.6Dead+0.6Wind_Left2+0.6Wind_Suction 14 0.6Dead+0.6Wind_Pressure+0.6Wind_Long1 15 Deod+Collateral+E1 UNB_SL_L 16 0.6Dead+0.6Wind_Right2+0.6Wind_Suction 17 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2 18 Dead+Collateral+E1UNB_SL_R REVIEWED By Richard T Smith at 12:39 pm, Apr 01, 2014 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1. Anchor Bolts and other embeded items ore not by B&C STEEL. 2. Foundation and other Concrete Design is not by B&C STEEL. 3, Consult a local engineer for Concrete & Foundation Design. <'1 <J 8Y: JH DATE: 3/28/14 DATE: CK: JOB #. 6887 DWG #: A3 1 1 12 U LC -1 I F119 I6 In I—H9- 13 1 ^ v o I I 1 ALL LINER SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Ga. B — Liner White (As Viewed From Inside Of Building) U U. -I I F119 I6 In '1I ^ v o I I LINER SHEETING & TRIM: FRAME LINE 4 PANELS: 26 Ga. B — Liner White (As Viewed From Inside Of Building) T J 7 3 3 P HS - 3 3 3 3 FRONT SIDEWALL LINER SHEETING & TRIM: FRAME LINE D PANELS: 26 Ga. B — Liner White (As Viewed From Inside Of Building) LC -1 LC -1 O N J BACK SIDEWALL LINER SHEETING & TRIM: FRAME LINE A PANELS: 26 Ga. B — Liner White (As Viewed From Inside Of Building) 12 U REVIEWED By Richard T Smith at 12:39 pm, Apr 01, 2014 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 BY: JH DATE: 3/28/14 CK: DATE: JOB # 6887 DWG #: E10 SPLICE PLATE & BOLT TABLE << Mark Qty Top Bot Int Type Dia Length Width Thick Length SP -1 SP -2 4 4 4 4 0 0 A325 A325 3/4" 3/4" 2 1/2" 2 1/4" 6" 6" 3/4" 5/8" 2'-7 7/8" 1'-7 7/8" \/FLANGE BRACES: FBxx (1 or 2) xx=length(in) (1) One Side; (2) Two Sides A - 2x2x3/16 0 Qt" 12 MEMBER IAHLL Mark RF1-1 RF1-2 Weight 468 652 Web Depth Web Plate Start/End 8.0/14.6 14.6/24.0 24.0/18.8 18.8/17.1 17.1/12.0 Thick 0.188 0.250 0.188 0.188 0.188 Length Outside Flange W x Thk x Length 5-4 1/16" 9'-11" 9'-11" 3'-2 15/16" 9'-11" 6 x 1/4" x 15'-1 3/16" 6 x 1/4" x 1'-10" 5 x 3/8" x 23'-0 15/16" Inside Flange W x Thk x Length 6 x 3/8" x 12'-11 15/16" 5 x 3/8" x 23'-0 1/8" ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORT AT FRAMING INSPECTION 2'-0 5/8" 45'-10 3/4" Clearance +/- 50'-0" OUT -TO -OUT OF STEEL 2'-0 5/8" FRAME CROSS SECTION - LINE: 2 3 1,' 12 0 REI/IFWED By Richard T Smith at 12:39 pm, Apr 01, 2014 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES• 1. Structural joints with A.S. T.M. AJ25 Bo/ts shall be assembled and tightened according to the 7urn of the Nut Method" as descnbed in the Specification for Structural Joints using AJ25 or 4190 Bolts. 2. Flange Brace holes in gins of sidewall (if reg?) must be field located as mg?. See detail sheets for more interaction. << BY: JH DATE: 3/28/14 CK: DATE: JOB #. 6887 DWG #: El SPLICE PLATE Sc BOLT TABLE CAP PLATE BOLTS Qty Mark Top Bot Int Type Dia Length Width Thick Length SP -1 SP -2 4 4 0 A325 5/8" 2" 4 4 0 A325 5/8" 1 3/4" Mark Qty Type Dia Length 5" 1/2" 1'-7 3/4" 5" 3/8" r-7 3/4" RF2-4 RF2-5 4 A325 5/8" 1 3/4" 4 A325 5/8" 1 3/4" ''FLANGE BRACES: FBxx (1 or 2) xx=length(in) (1) One Side; (2) Two Sides A - 2x2x3/16 12 0 MLMULN IAI3LL Mark Weight Web Depth Web Plate RF2-1 RF2-2 RF2-3 RF2-4 RF2-5 295 446 288 304 304 Start/End 12.0/12.0 12.0/12.0 12.0/12.0 12.0/12.0 12.0/12.0 12.0/12.0 12.0/12.0 W8x18 W8x18 Thick Length Outside Flange W x Thk x Length Inside Flange W x Thk x Length 0.188 0.188 0.188 0.188 0.188 0.188 0.188 5'-3 1/4" 9'-11" 9'-11" 4'-2 3/8" 9'-11" 9'-11" 5'-3 1/4" 5 x 1/4" x 1C-1 3/16" 5 x 1/4" x 1'-0 1/4" 5 x 1/4" x 23'-11 3/8" 5 x 1/4" x 1'-0 1/4" 5 x 1/4" x 15'-1 3/16" 5 x 1/4" x 13'-10 3/8" 5 x 1/4" x 23'-11 3/8" 5 x 1/4" x 13'-10 3/8" FB39A 1) FB39A 1 FBS 9A(1) FB39A 1) G-10 G-10 G-10 0-2 G-2 1'-0 1/2" RC -9 15'-7 1/2" Clearance +/- 16'-8" G-10 G-2 csi L. RC -9 16'-8" G-10 r0 CN G-10 BC -10 15'-7 1/2" 1'-0 1/2" Clearance +/- 1C-8" 50'-0" OUT -TO -OUT OF STEEL FRAME CROSS SECTION - LINE: 4 REVIEWED By Richard T Smith at 12:39 pm, Apr 01, 2014 D D 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES.' 1. Structural joints with A.ST.M. A325 Bolts shall be assembled and tightened according to the Tum of the Nut Method" as described in the Specification for Structural Joints using .4325 or A490 Bolts. 2 Flange Brace holes in girls at sidewoll (if req d) must be field located as regd. See detail sheets for more information. << BY: JH DATE: 5/28/14 CK: DATE: JOB # 6887 DWG #: E2 SPLICE PLATE & BOLT TABLE Mark Qty Top Bot Int Type Dia Length Width Thick Length SP -1 SP -2 4 4 0 A325 3/4" 2 1 /2" 4 4 2 A325 5/8" 2" 6" 3/4" 1;-7 7/8" 5" 1/2" 3'-7 3/4 \./FLANGE BRACES: FBxx (1 or 2) xx=length(in) (1) One Side; (2) Two Sides A — 2x2x3/16 O MLMbbtt IABLL Mark Weight Web Depth Start/End Web Plate RF3-1 RF3-2 RF3-3 RF3-4 540 755 754 533 12.0/12.0 12.0/12.0 12.0/21.9 21.9/25.9 25.9/35.7 35.7/25.9 25.9/21.9 21.9/12.0 12.0/12.0 12.0/12.0 Thick Length 0.188 5'-3 1/4" 0.375 9'-11" 0.188 9'-11" 0.188 3'-11 3/4" 0.188 9,-11" 0.188 9'-11" 0.188 3'-11 3/4" 0.188 9'-11" 0.375 9'-11" 0.188 5'-3 1/4" Outside Flange W x Thk x Length Inside Flange W x Thk x Length 6 x 1/4" x 15'-1 3/16" 6 x 1/4" x 1'-0 1/4" 5 x 3/8" x 23'-10 11/16" 5 x 3/8" x 23'-10 11/16" 6 x 1/4" x 1'-0 1/4" 6 x 1/4" x 15'-1 3/16" 6 x 3/4" x 13'-10 3/8" 5 x 3/8" x 23'-9 3/4" 5 x 3/8" x 23'-9 3/4" 6 x 3/4" x 13'-10 3/8" FBS1A 1)FB52A FBB52A(1) N 1'-1" RF3-2 N N RF3-3 47'-10" N 1'-1" Clearance +/- 50'-0" OUT—TO—OUT OF STEEP FRAME CROSS SECTION — LINE: 5 12 REVIEWED By Richard T Smith at 12:39 pm, Apr 01, 2014 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES' 1. Structural Joints with A.S.Til A325 Bolts shall be assembled and tightened according to the Tum of the Nut Method" as described in the Specification for Structural Joints using A325 or A490 Bolts. 2 Range Brace holes in girls at sidewoll (if req d) must be field located as req'd. See detail sheets for more information. <I< TPI INDUSTRIAL Q 42 SOURCE GAS GLENW00D S, BY: JH DATE: 3/28/14 CK: DATE: J0B # 6887 DWG #: E3 4" 0 0 a 90'-0" OUT -TO -OUT OF STEEL 19'-8" 20'-0" 20'-0" 29'-8" E-1 \ \ / \ _ G-3 7 G-3 N. 7 V3 e / BA -200 Z/ T4 ef BC -3 I of EC -3 G-4 E-2 G-4 N G-4 G-4 I RF1-1 2'-0' DH -2 12'-0" 0 G-5 G-6 0 E-3 G-5 3'-0" O G-6 G-6 BC -6 CI RF1-1 Field 6'-0" 4'-0" 0 DH -2 12'-0" G-6 G-6 G-6 BC -6 I RF2-3 4'-0" FRONT SIDEWALL FRAMING ELEVATION © FRAME LINE D 90'-0" OUT -TO -OUT OF STEEL E-4 J I RF3- LOOSE ULINS / ANULLS FRAME LINE D & A ❑ ID MARK/PART 1 2 3 4 JC -L JC -R CH -24 ZA-7 REVIEWED gy Richard T Smith at 12:39 pm, Apr 01, 2014 /029'-8" Lkj O QC r� v) v QC v1 v o oQ, LOCATION GLENWOOD SPRINGS, CO 0 20'-0" O 20'-0" O 19'-8" a v E-5 01) E-6 E-6 E-7 ie G-8 G-9 G-9 N. N G-3 \\ G-3 N \ 7 7 // // G-7 I G-9 G-9 G7 G9 G 9 02/ / e�\�e2 7 BC -3 / / N. \ N T4 N N ` L 9BA-200 BC -7 BC -8 BC -8 I RF3-1 I RF2-1 RF1-1 BACK SIDEWALL FRAMING ELEVATION © FRAME LINE A RF1-1 EC -1 4" 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1. FOR /ND/WDUAL FRAM/NG DETAILS REFER TO DETAIL DRAWLNG SHEETS 2 FOR GABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS J FIELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING AS READ. Lkj O QC r� v) v QC v1 v o oQ, LOCATION GLENWOOD SPRINGS, CO << PURCHASER. TP/ INDUSTRIAL Lkj O QC r� v) v QC v1 v o oQ, LOCATION GLENWOOD SPRINGS, CO BY: JH DATE: 3/28/14 CK: DATE: JOB # 6887 DWG #: E4 HULI IAULL FRAME LINE 1 & 5 LOCATION ER-1/ER-1 Cor_Column Raf Int Column Raf DUAN TYPE DIA LENGTH 4 A325 5/8" 1 3/4" 44 A325 5/8"1 3/4 2 A325 5/8" 1 3/4" ,Q1" 12 50'-0" OUT—TO—OUT OF STEEL 16'-8" 16'-8" 16'-8" LEFT ENDWALL FRAMING ELEVATION © FRAME LINE 1 3070 Field LUUSL CLIPS / ANULE1 FRAME LINE 1 & 5 ❑ ID 3 4 MARK/PART CH -24 ZA-7 12 REVIEWED By Richard T Smith at 12:39 pm, Apr 01, 2014 Iga[ 041EGL, 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES' I. FOR INDIVIDUAL FRAMING DETAILS REFER TO DETAIL DRAWING SHEER: 2 FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS J. FIELD SLOT RUSH MOUNT GIRTS FOR CABLE BRAC/NG AS READ CI< BY: ✓H DATE: J/28/14 CK: DATE: JOB # 6887 DWG #: E5 Cn PURLIN LAP 4" 90'-0" OUT -TO -OUT OF STEEL 19'-8" 20'-0" 20'-0" 29'-8" \ P-1 T . P-2 T . L -O I E-5 I \ /e i� i P-2 T. P-3 T. i \ 1 / 1 I 1 1 I \ I / I I ER -1 \ / I RF1-2 1 RF1-2 1 RF2-2 //`_\ { 1I • / I \ I I I I ; I I I I II ; ; I I P-1 Typ ' 2(TYP) P-2 Typ i 1 P-3(TYP) I 1 \ / I \ / I I I I \\ I // I I ER -1 \ / ; RF1-2 i RF1-2 ; RF2-2 /\ I I 1 / \ 1 I I 1 1 1 1 1 I 1 CP7 \�\A 1 1 1 I I C / 1 /I I E-1 3 I-? E ] C J 2'-1 3/4; 2'-1 3/4" 2.-1 3/41 2'-1 3/4° ROOF FRAMING PLAN 2'-1 3/41 2'-1 3/4" -200 4" RF3-2 F3-3 RC -1 REVIEWED By Richard T Smith at 12:39 pm, Apr 01, 2014 ROOF SHEETING PANELS: 26 Go. B&C -R NEED COLOR g[ gUIEEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1. FOR /NDIWDUAL FRAMING DETAILS REFER TO DETAIL DRAW/NC SHEETS 2 FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS. J FIELD SLOT FLUSH MOUNT GIRTS FOR GABLE BRACING AS REOD << BY: JH DATE: J/28/14 CK: DATE: JOB #. 6887 DWG #: RR E6 12 U 0 SHEETING AT FRAME LINE 4 PANELS: 26 Ga. 8 — NEED COLOR 1 12 d REVIEWED By Richard T Smith at 12:39 pm, Apr 01, 2014 4G1E11., 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES' 1. FOR INDIVIDUAL FRAMING DETAILS REFER TO DETAIL DRAW/NG SHEETS. 2 FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS. J. FIELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING AS RE00 << BY: JH DATE: .3/1/14 CK: DATE: JOB #. 6887 DWG #: E7 EF -1, OSF-2 FRONT SIDEWALL SHEETING ELEVATION © FRAME LINE D PANELS: 26 Ga. B&C—R — COLOR: EF -1 9' BACK SIDEWALL SHEETING ELEVATION © FRAME LINE A PANELS: 26 Ga. B&C—R — COLOR: R • IEWED By Richard T Smith at 12:39 pm, Apr 01, 2014 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: ,. FOR INDIVIDUAL SHEETING & TRIM DETAILS REFER TO DETAIL SHEETS 2. PANEL START DIMENSION IS CENTER OF FIRST Hl -R/8 TO STEEL LINE 1 IF NO PANEL START DIMENSION SHOWN THEN START AT STEEL LINE 4. FOR FASTENER SIZES & LOCATIONS REFER TO THE DETAIL SHEETS. co LOCATION GLENWOOD SPRINGS, CO Z 'cK (r) v j u) << Z '= CW -1, HS -1 WJF-1, CW -1 N WJF-1, CW -1 3 U 3 U O 1 in 3 3 HS -1 3 3 FRONT SIDEWALL SHEETING ELEVATION © FRAME LINE D PANELS: 26 Ga. B&C—R — COLOR: EF -1 9' BACK SIDEWALL SHEETING ELEVATION © FRAME LINE A PANELS: 26 Ga. B&C—R — COLOR: R • IEWED By Richard T Smith at 12:39 pm, Apr 01, 2014 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: ,. FOR INDIVIDUAL SHEETING & TRIM DETAILS REFER TO DETAIL SHEETS 2. PANEL START DIMENSION IS CENTER OF FIRST Hl -R/8 TO STEEL LINE 1 IF NO PANEL START DIMENSION SHOWN THEN START AT STEEL LINE 4. FOR FASTENER SIZES & LOCATIONS REFER TO THE DETAIL SHEETS. co LOCATION GLENWOOD SPRINGS, CO Z 'cK (r) v j u) << Z PURCHASER..TP/ INDUSTRIAL co LOCATION GLENWOOD SPRINGS, CO Z 'cK (r) v j u) W 0 Z BY: JH DATE: 3/28/14 CK: DATE: JOB #: 6887 DWG #: E8 12 U 12 MA -1 LEFT ENDWALL SHEETING ELEVATION © FRAME LINE 1 PANELS: 26 Go. B&C "PBR" — COLOR: L MA -1 f I L_ RIGHT ENDWALL SHEETING ELEVATION © FRAME LINE 5 1' 12 U 12 CF -1, ZA-10 RE ' IEWED By Richard T Smith at 12:39 pm, Apr 01, 2014 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES' 1. FOR INDMDUAL SHEETING & TRIM DETAILS REFER TO DETAIL SHEETS. 2 PANEL START DIMENSION IS CENTER OF FIRST 1/1-R/8 TO STEEL LINE. 3. IF NO PANEL START DIMENSION SHOWN THEN START AT STEEL LINE. 4. FOR FASTENER SIZES & LOCATIONS REFER TO THE DETAIL SHEETS << BY: JH DATE: 3/28/14 CK: DATE: JOB # 6887 DWG #: E9 16 IC 9 - SCREWS PER PANEL #12 x 1 1/4" S.D.S. (Typ.) EAVE STRUT PURUN USE: SA -12 AT STANDARD GABLE DETAIL 6" 16" 16` 16° 16 16" 16 16" ETC T i T 1 T t t 1 t t t �— L' $ $ $ $ $ $ s--.11 ./— \_ FASTENER SPACING FOR ROOF PANEL TO EAVE STRUT. X12 x 1 1/4" SD USE: CH -100 AT GABLE EXTENSION DETAIL USE: LA -100 AT OPEN ENDWALL DETAIL (NOTE: SA -12 IS SHOWN) 12 X t 1/4" SDS lar" _— FASTENER SPACING FOR WALL PANEL TO BASE ANGLE.AT EACH PURLIN) 12 x 1-1/4" S.D.S. OVEIEL 10 EXTERIOR PANEL to RED IRON) 5 -SCREWS PER PANEL _ _ _ - _ - _ - ► PANELS # 14 z 7/8" S.D.S. LINER PANELS (PANEL to PANEL) T $ $ $ 1 J__,__/T TLPURLIN FASTENER SPACING FOR WALL PANEL TO EAVE STRUT. 112 x 1 1/4" �� SD - - - - • BRIDGING ANGLE (BA -200) ROOF PURLIN Q o 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 14x7/8"S.D.S. PANEL to PANEL) FASTENER SPACING FOR ROOF PANEL TO PEAK (or HIGHSIDE) PURLIN. GIRT BRIDGING ANGLE ��- - __ FASTENER SPACING FOR THE END OF SOFFIT PANELS. (BA -200) 1. FOR INDMDUAL fRAMING DETAILS REFER TO DETAIL DRAWING SHEETS. 2 FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS. J. FIELD SLOT RUSH MOUNT GIRTS FOR CABLE BRACING AS REOD. ` I c, X14 x 7/8" SDS 3 -SCREWS PER PANEL j�12 x 1 1/4" SD (2) 1/2" X 1 1/4" - �_ y $ $ $ GIRT A325 BOLTS - N TAPE MASTIC $ CAPILLARY 1 1 I NOTE io a (ROOF ONLY)! r GROOVE �� T� BRIDGING SAG ANGLE AT (SAG) ENDWALL RAFTER ~ o _ FASTENER SPACING FOR ALL INTERMEDIATE PURLINS. ENDWALLS IS TO ATTACH FASTENER SPACING FOR ALL INTERMEDIATE GIRTS. TO GIRT AS SHOWN AND ATTACH TO THE NEAREST PANEL SIDELAP DETAIL FASTENER SPACING FOR ALL LOCATIONS AT UNER/PARTITION PANELS. FASTENER SPACING FOR ALL INTERMEDIATE SOFFIT PURLINS. PURLIN ABOVE. PANEL to PANEL (STITCH SCREWS) PANEL to RED -IRON FASTENER SPACING PURLIN / GIRT BRIDGING (BA -200) DETAIL A7 SECTION THRU ENDWALL RAFTER DOOR CHANNEL: CH -24. NOTCHED LEGS USE: SA -12 AT STANDARD GABLE DETAIL USE: CH -100 AT GABLE EXTENSION DETAIL ATTACH TO OUTSIDE OF GIRT AND THE USE: LA -100 AT OPEN ENDWALL DETAIL (NOTE: SA -12 IS SHOWN) CHANNEL FITS INSIDE OF DOOR FRAME. ATTACH w//10 x 1" PANCAKE HEAD SCREWS. PURUN i� EAVE STRUT w/ (2) 1/2" x 1 1/4" A325 BOLTS /4" SDS 12 X 1 11/11"U AT EACH PURLIN) ;; SELF -FRAMING .11111 WALKDOOR KIT ENDWALL RAFTER ENDWALL RAFTER 110 x 1" PANCAKE GIRT • • �i HEAD SCREW ROOF PURUN CHT2410UE PF GIRT FIELD CUT GIRT —� DO L` \\�` OQ,P C�c2 I) ■ ' ••••••.•••• C`! •p, r • o i V. • S -- -I -, -- -- �I :ter : ,� a 1/2" t Lr = 0+ SELF -FRAMING !� �f : 35 1 (2) 1/2" X 1 1/4" A325 BOLTS11:1 WALKDOOR KIT X10 x 1" PANCAKE I LII r • O• 6. (4) 5/6" x 1 3/4` � • •• ��% MAIN FRAME FBA -2 w/ 4 /12 x 1 1/4 SDS HEAD SCREW NOTE: CUP IS ON THE DOOWN WTHE SLOPE II II (2)5 8" x 1 3 4" 35 BOLTS / O. ••••• �� A325 BOLTS , FS • ••••• ••• i LW ENDWALL RAFTER DOOR CLIP DETAIL GIRT TO DOOR FRAME OLUMNE II ENDWALL COLUMN �� S/ONALEN�= 0+ FLANGE BRACE ENDWALL COLUMN ' w/ (2) 1/2" x 1 1/4" A325 BOLTS (Typ) MAKE SURE DOOR FRAME IS PLUMB AND SQUARE BEFORE ATTACHING ALL SCREWS ON CH -24 CUP. ! " • VIEWED L.LiCC A10 SECTION THRU FRAME ENDWALL RAFTER AC1, SELF -FRAMING WALKDOOR DETAIL B6 ENDWALL COLUMN TO RAFTER B16 CORNER COLUMN TO ENDWALL RAFT6': By Richard T Smith at 12:39 pm, Apr 01, 2014 - Q PROJECT. SOURCE GAS Iti LOCATION:GLENW00D SPF RE ROOF FRMG PLAN RE ROOF FRMG PLAN PURCHASER:TP/ INDUSTRIA 1 FOR LAP DIMENSION FOR LAP DIMENSION1 1/2" x 1 1/4" RAFTER 1/2" X 1 1/4" A.325 BOLTS ENDWALL (6) 1/2" x 1 1/4" LEE" PURLINS LAP A325 BOLTS SIDEWALL GIRT I I I CORNER COLUMN A325 BOLTS ®LAP- JL BACK - TO - J BACK I -- ENDWALL COLUMN 4 _ _ _ ni k 40 N I I O 0 ,_ LO OJ , 0�---- 15-TEK SCREWS FBA -2 w/ S4 112 x 1 1/4� SDS NGE BRACE GIRT ENDWALL GIRT ZEE ANGLE: ZA-7 (ATTACH ONE NEAR BASE OF COLUMN ALSO) SEE ENDWALL DRAWING FOR BOLT DIA. & TYPE ' (IF REQUIRED) 1/2" BOLTS AT BY: JH DATE: 3/28/74 MAIN FRAME RAFTER EACH END CK: DATE: OF BRACE C6 ENDWALL GIRT TO COLUMN D25 GIRTS TO CORNER COLUMN F12 H ENDWALL RAFTER SPLICE © PEAK E n SECTION © PURLIN LAP w/FLANGE BRACE JOB #' 6887 DWG #: D1 1/2" x 1 1/4" A325 BOLTS FLANGE BRACE MAIN FRAME COLUMN FLANGE BRACE CLIP: FBA -2 w/(4) #12 x 1 1/4" SDS Z GIRT GIRT 1/2" x 1 1/4" A325 BOLTS FLANGE BRACE'S MAY OR MAY NOT BE REO'D. REFER TO FRAME CROSS-SECTION. H6 GIRT TO MAIN FRAME COLUMN USE: SA -12 AT STANDARD GABLE DETAIL USE: CH -100 AT GABLE EXTENSION DETAIL USE: LA -100 AT OPEN ENDWALL DETAIL (NOTE: SA -12 IS SHOWN) #12 X 1 1/4" SDS (AT EAVE STRUT) EAVE STRUT 0 O (2) 1/2" X 1 1/4" A325 BOLTS ENDWALL RAFTER NOTE DETAIL IS SLIGHTLY DIFFERENT AT EAVE / GABLE EXTENSION 18 EAVE STRUT TO ENDWALL RAFTER SECTION EAVE STRUT 1/2" X 1 1/4" A325 BOLTS MAIN FRAME COLUMN (FLUSH MOUNT GIRTS) ELEVATION EAVE STRUT TO RIGID FRAME SECTION EAVE STRUT 1/2" X 1 1/4" A325 BOLTS MAIN FRAME COLUMN (FLUSH MOUNT GIRTS) ELEVATION EAVE STRUT TO RIGID FRAME JAMB 1/2" X 1 1/4" A325 BOLTS GIRT TO JAMB GIRT SECTION COLUMN JAMB COLUMN FG 1 (GIRT) 1/2" X 1 1/4" A325 BOLTS COLUMN TO JAMB ELEVATION SECTION EAVE STRUT 1/2" X 1 1/4" A325 BOLTS JC -1L (SHOWN) JC -1R (OPP. HAND) JAMB JAMB TO EAVE STRUT ELEVATION L6 SECTION GIRT 1/2" X 1 1/4" A325 BOLTS CUP: GCA -2 JAMB JAMB TO GIRT ELEVATION ea[ �4LC� 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES' 1. FOR INDIVIDUAL FRAMING DETAILS REFER TO DETAIL DRAWING SHEETS. 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS. 3. FIELD SLOT FLUSH MOUNT GIRLS FOR CABLE BRACING AS READ. PROSECT. SOURCE GAS WAREHOUSE C.3 i _1 ilk c E. V o V O << SECTION HEADER 1/2" X 1 1/4" A325 BOLTS JAMB HEADER TO JAMB ELEVATION CABLE CABLE GRIP WRAPPED AROUND CABLE CABLE START CABLE AT ORANGE LINE ON CABLE GRIP 01 II II 11 11 COLUMN OR RAFTER WEB SLOT IN WEB TO INSERT BRACE EYE BRACE EYE DIAGONAL CABLE, BRACE EYE END START CABLE AT ORANGE LINE ON CABLE GRIP CABLE CABLE GRIP WRAPPED AROUND CABLE EYEBOLT SLOT IN WEB TO INSERT EYEBOLT Q2 COLUMN OR RAFTER WEB HILLSIDE WASHER NUT w/FLAT WASHER DIAGONAL CABLE, EYEBOLT END WALL PANEL (EXTERIOR) #12 X 1 1/4" SD (3 -PER FT.) INSIDE CLOSURE FOUNDATION (BY OTHERS) T4 IEWED LINER PARichard T Smith at 12:39 pm, Apr 01, 20 .A. (IF REOU ED) TAPE MASTIC BASE GIRT #12 X 1 1/4" SDS (1 -PER FT.) FASTENER (BY OTHERS) (REFER TO ANCHOR BOLT PLAN FOR NOTCH SIZE) SECTION THRU WALL PANEL AND CONCRETE FOUNDATION 4 PURCHASER. TP/ INDUSTRIAL PROSECT. SOURCE GAS WAREHOUSE C.3 i _1 ilk c E. V o V O BY: JH DATE: 5/28/14 CK: DATE: JOB #: 6887 DWG #: D2 SLOPE 1:12 2 9/16" 2:12 3 3/16" 3:12 3 3/4" 4:12 4 5/16" 5:12 6:12 5 5/8" TRIM: EF -1 #12 X 1 1/4" SD (2 -PER FT.) #14 x 7/8" SDS (12" O.C.) OUTSIDE CLOSURE WALL SHEET 2" TR -1 ) STANDARD EAVE DETAIL INSIDE CLOSURE #12 X 1 1/4" SDS (3 -PER FT.) ROOF SHEET TAPE MASTIC EAVE STRUT SLOPE 1:12 2 9/16' 2:12 3 3/16" 3:12 4:12 3 3/4" 4 5/16" TRIM: EF 1 12 XO.01 .)1/4" SDS (12" 14 x 7/8" SDS (12" O.C.) TRIM: OSF 2 12 X 1 1/4" SDS (12" O.C.) TR -5 OPEN EAVE TRIM DETAIL INSIDE CLOSURE 12 X 1 1/4" SDS (3 -PER FT.) ROOF SHEET TAPE MASTIC EAVE STRUT EAVE TRIM (or GUTTER) DIMENSION "A" EXTEND GABLE FLASHING PAST EAVE FLASHING THEN CUT GABLE FLASHING BACK TO EAVE FLASHING LEAVING TOP PORTION OF GABLE FLASHING TO COVER ROOF PANEL DIMENSION "B" NOTCH BOTTOM LEG ONLY OF GABLE FLASHING BACK (APPROX. 1') TO EAVE FLASHING NOTE: BOTTOM LEG OF EAVE FLASHING MUST BE NOTCHED SIMILARLY. TR -14 ROOF PANEL GABLE TRIM CP -1 CORNER PIECE (CP -1) BEHIND GABLE & EAVE TRIM. CP -1 CORNER PIECE DETAIL TRIM: RC -1 (RIDGE CAP) ROOF PANEL EXTEND TOP PART OF RIDGE CAP 1-1/2" PAST PEAK BOX & BEND DOWN 90 DEG. TO SEAL OFF OPENING BETWEEN RIDGE CAP & PEAK BOX. FASTEN WITH SCREWS OR POP RIVETS. GABLE FLASHING FIELD CUT BOTTOM LEG OF RIDGE CAP AT APEX TR -15 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 PEAK BOX (MA- ) PEAK BOX (APEX) DETAIL THIS DETAIL IS SHOWN STARTING ROOF SHEETING WITH THE CENTERLINE OF FIRST PANEL HIGH -RIB AT STEEL UNE (END OF PURUNS). REFER TO THE SHEETING PLANS FOR PANEL OFFSET IF REQ.D. (UNE -UP ROOF & WALL PANEL HIGH -RIBS). TRIM: GF 2 14 X 7/8" SDS (12" O.C.) TAPE MASTIC ROOF SHEET 12 X 1 1 4 SD (2 -PER FT. 1114 -PERFT. 7/8") SDS (2 OUTSIDE CLOSURE WALL SHEET TR -18 STANDARD GABLE DETAIL THIS DETAIL IS SHOWN STARTING ROOF SHEETING WITH THE CENTERLINE OF FIRST PANEL HIGH -RIB AT STEEL UNE (END OF PURLINS). REFER TO THE SHEETING PLANS FOR PANEL OFFSET IF REVD. (UNE -UP ROOF & WALL PANEL HIGH -RIBS). TRIM: GF -2 14 X 7/8" SDS (12" O.C.) TAPE MASTIC ROOF SHEET 12 X 1 1/4" SDS (12" O.C.) 14 X 7/8' SDS (12" O.C.) TRIM. SR 1 TR -19 GABLE DETAIL © OPEN WALL TRIM: RC 1 ROOF SHEET 1114 X 7/8" SDS (12" O.C.) TAPE MASTIC 112 X 1 1/4" SOS (2 -PER FT.) OUTSIDE CLOSURE TR -23 RIDGE DETAIL PEAK PURLIN ENDWALL SHEET 14X 7/8" SDS (12" 0.C.) TRIM: CF -1 THIS DETAIL SHOWS ENDWALL & SIDEWALL PANEL HIGH -RIBS CENTERED ON STEEL (GIRT) UNE. REFER TO THE SHEETING PLANS FOR PANEL OFFSET (IF REQ'D). TR -26 14X 7/8" SDS (12" O.C.) SIDEWALL SHEET STD. OUTSIDE CORNER DETAIL WALL SHEET 14X 7/8" SDS (12" O.C.) TRIM: CF -1 PANEL MAY NEED TO BE TRIMMED OFF FOR CF -1 TO FIT AGAINST ZA-10 ZEE ANGLE: (ZA-10) MAY B FLIPPED IN OPP. DIRECTION TO CONCEAL TRIM SCREWS. GIRT 5-TEK SCREWS (12" O.C.) CORNER COLUMN 12 x 1 1/4" SDS (24" O.C.) TR -27) CORNER DETAIL © OPEN ENDWALL TR -30 14 X 7/8" SOS (12" 0.C.) tro LINER PANEL TRIM: ICF -1 1114 X 7/8" SDS 12" O.C.) UNER PANEL LINER INSIDE CORNER DETAIL WALL SHEET #12 X 1 1/4" SD or POP -RIVET TRIM: WJF-1 FIELD TRIM SHEET 0 OPENING AS REQUIRED TR -31-1 JAMB TRIM DETAIL OPENING WALL SHEET 1112 X 1 1/4" SD or POP -RIVET TRIM: WJF-1 1 FIELD TRIM SHEET 0 OPENING AS REQUIRED TR -32 JAMB TRIM DETAIL OPENING REVIEWED By Richard T Smith at 12:39 pm, Apr 01, 2014 NOTES' I. FOR INDNIDUAL FRAMING DETAILS REFER TO DETAIL DRAWING SHEETS: 2 FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS. J. FIELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING AS ROD. <1<I BY: ✓H CK: DATE: 3/28/14 DATE: JOB #. 6887 DWG #: D3 TR -33 HEADER TRIM DETAIL WALL SHEET 12 X 1 1 4 SDS (3 -PER FT. INSIDE CLOSURE TRIM: HS -1 WALL SHEET #12 X 1 1/4" SD or POP -RIVET 12 X 1 1/4" SD (12" O.C.) TR -35 CEE WRAP TRIM #12 X 1 1/4" SDS (12" O.C.) TRIM: CW -1 TRIM: WJF-1 WALL SHEET 12 X 1 1/4" SDS (3 -PER FT.) INSIDE CLOSURE TRIM: HS -1 TRIM: CW -1 EXTERIOR - -1 I-9 Iz EXTERIOR UNER SHEET LINER SHEET #12 x 1 1/4" SD or POP -RIVET #12 x 1 1/4" SO or POP -RIVET TRIM: WJF-1 TRIM: WJF-1 JAMB 1R/M DETAIL FRAMED OPENING (AS REOUIRED) TR -36 DOOR TRACK (BY OTHERS) JAMB TRIM DETAIL O.H. DOOR (AS REOUIRED) LINER JAMB TRIM DETAIL LINER SHEET #12 X 1 1/4" SD or POP -RIVET TRIM: WJF-1 EXTERIOR l o z I0 IJ 4 FIELD TRIM SHEET 0 OPENING AS REQUIRED TR -37 LINER JAMB TRIM DETAIL LINER SHEET ANGLE: LA -100 12 X 1 1/4" 50 (12" O.C.) TRIM: LC -1 14 X 7/8" SOS (12" O.C.) #12 X 1 1/4" SD or POP -RIVET (12" O.C.) TRIM: OHF -1 TRIM: HS -1 OPENING #12 X 1 1/4" SD (12" 0.C.) LINER SHEET HEADER HEADER TRIM DETAIL 0 O.H. DOOR (AS REQ'D) TR -38 OPENING HEADER TRIM DETAIL 0 FRAMED OPENING (AS REQ'D) LINER HEADER TRIM DETAIL TR -46 LINER CAP DETAIL GIRT TRIM: LC -1 14 X 7/8" SDS (12" O.C.) #12 X 1 1/4" SDS (12" O.C.) LINER SHEET ROOF SHEET PURLIN 14 X 7/8" SDS (0 EACH SIDE OF PURUN) ZEE ANGLE: ZA-10 5-TEK SCREWS (12" 0.C.) RAFTER TR -52 TRIM: PF -1 (NOTCH 0 EACH PURLIN 14 X 7/8" SDS (12" O.C.) OUTSIDE CLOSURE (IF REQUIRED) #12 X 1 1/4" SDS (12" 0.C.) WALL UNER SHEET (NOTCH 0 EACH PURLIN) PARTITION TRIM O ROOF EXTERIOR PANEL NOT SHOWN GIRT UNER PANEL FIELD CUT PANEL AT COLUMN WEB TRIM: LC -1 14x7/8" SDS (12" 0.C.) COLUMN #14 x 7/8" SDS-' ROTATE "LC -1" IF AT HIGH RIB �- UNER LC 1 TR -301 LINER TRIM © DEEP COLUMN By Rict/ard T Smith at 12:39 pm, Apr 01, 2014 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES' 1. FOR INDIVIDUAL FRAMING DETAILS REFER TO DETAIL DRAWING SHEETS 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS. 2 FIELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING AS READ. << BY: JH CK: DATE: 3/28/74 DATE: JOB # 6887 DWG #: D4