R6.pdf
PDF 444 KB Posted
- Attached to
- Install Government Metal Building and Slab Work
- Solicitation number
- 1232SC18R0017
About this file
Drawing - Instructions
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Other files
| File | Type | Posted |
|---|---|---|
| R12.pdf | ||
| ss_E3.pdf | ||
| R8.pdf | ||
| ss_E4.pdf | ||
| R10.pdf | ||
| ss_E6.pdf | ||
| 1232SC18R0017_Amendment_0001.pdf | ||
| R1.pdf | ||
| ss_E9.pdf | ||
| R5.pdf | ||
| R4.pdf | ||
| R11.pdf | ||
| R2.pdf | ||
| ss_E1.pdf | ||
| R13.pdf | ||
| ss_E10.pdf | ||
| ss_E7.pdf | ||
| R3.pdf | ||
| ss_E8.pdf | ||
| ss_E5.pdf | ||
| ss_E2.pdf | ||
| R7.pdf | ||
| R9.pdf | ||
| ss_F1.pdf | ||
| Stamped_DuroBeam_217-38_Calcs_2018-03-16.pdf | ||
| Solicitation_1232SC18R0017.pdf | ||
| Stamped_DuroBeam_217-38_60x80_fndt_2018-3-16.pdf | ||
| Atch_1_-_DOL_Wage_Determination,_OH82,_Mod_8,_dated_6-15-2018.pdf | ||
| Atch_2_-_Statement_of_Work_Prefab_Metal_Bldg.pdf |
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Text version
Purlin to Rafter Standard Connection - Flange Brace FB4_
CF02036
Dec '10 00
Purlin to Rafter Standard Connection - Flange Brace FB6_ or FB7_
CF02039
Dec '10 00 Sag Angle Attachment at Sidewall
CF03042
Mar '15 02
Sag Angle Attachment W/ Flange Mounted Tube or Pipe
Sag Angle Attachment to Eave Strut
Sag Angle Attachment to Angle CL472
Sag Angles at Sidewall Framed Opening (3 or 4 Sided Framed Opening with Jambs to Floor)
CF03045
Dec '10 01
CF03048
Mar '15 02Sag Angle Attachment at Endwall Rake
Rafter Outside of Girt Space Rafter Inside of Girt Space
Cable Brace Attachment at Web
PF04111
Jan '14 01
Single Clevised Rod Brace Attachment
PF04113
Jan '14 02
Flush Canopy - At Eave - Welded Clip Interior Column - By-Pass Girt
PF05030
Feb '11 00
Th is pa rts or de r t o b e u se d f or fie ld mo dif ica tio n o f o rg ina l jo b 1
5- B-
AutoCAD SHX Text Date
AutoCAD SHX Text Page
AutoCAD SHX Text Rev.
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text Purlin Lap Symbol denoted
AutoCAD SHX Text on Roof Framing Plan
AutoCAD SHX Text Attach Flange Brace to Rafter and "Field Bend" to attach to lower Purlin web hole located 2'-4" from center of Rafter.
AutoCAD SHX Text Lap
AutoCAD SHX Text Lap
AutoCAD SHX Text Erection Note Lap and attachment of Purlin varies refer to Roof Plan and Lap Detail for requirements.
AutoCAD SHX Text Flange Brace
AutoCAD SHX Text
FB4_
AutoCAD SHX Text Erection Note Flange Braces may be required one or both sides of Rafter. For requirements, and locations at Main Frame and Rigid Frame in Endwall refer to "Cross Section". "Cross Section". For requirements, and locations at Bearing Frame Endwall refer to "Roof Plan".
AutoCAD SHX Text 2'-4"
AutoCAD SHX Text 12" A325 Bolteach end.
AutoCAD SHX Text
(2) " Bolts 12" Boltsunless noted on erection drawings
AutoCAD SHX Text
(2) " Bolts each 12" Bolts eachend of Purlin lap
AutoCAD SHX Text specified)
AutoCAD SHX Text (when
AutoCAD SHX Text Date
AutoCAD SHX Text Page
AutoCAD SHX Text Rev.
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text Purlin Lap Symbol denoted
AutoCAD SHX Text on Roof Framing Plan
AutoCAD SHX Text Lap
AutoCAD SHX Text Lap
AutoCAD SHX Text Erection Note Lap and attachment of Purlin varies refer to Roof Plan and Lap Detail for requirements.
AutoCAD SHX Text Flange Brace
AutoCAD SHX Text Erection Note Flange Braces may be required one or both sides of Rafter. For requirements, and locations at Main Frame and Rigid Frame in Endwall refer to "Cross Section". "Cross Section". For requirements, and locations at Bearing Frame Endwall refer to "Roof Plan".
AutoCAD SHX Text 2'-4" or 5'-0"
AutoCAD SHX Text 12" A325 Bolteach end.
AutoCAD SHX Text
(2) " Bolts 12" Boltsunless noted on erection drawings
AutoCAD SHX Text
(2) " Bolts each 12" Bolts eachend of Purlin lap
AutoCAD SHX Text (when specified)
AutoCAD SHX Text FB6_ or FB7_
AutoCAD SHX Text Angle CL472_
AutoCAD SHX Text Sag Angle LW1_
AutoCAD SHX Text
(2) Fastener #1B at Each end.
AutoCAD SHX Text Sag Angle LW1_ Attach W/ (1) Fastener #1B at Each end. (Typ)
AutoCAD SHX Text If Fouling Occurs Use Sag Angle Attachment to Angle CL472
AutoCAD SHX Text Field Cut
AutoCAD SHX Text Sag Angle LW1_
AutoCAD SHX Text Angle CL472_
AutoCAD SHX Text Date
AutoCAD SHX Text Page
AutoCAD SHX Text Rev.
AutoCAD SHX Text Fastener #1B (Typ at Each end)
AutoCAD SHX Text Flange Mounted Tube or Pipe
AutoCAD SHX Text Note: Use Sag Angle Attachment to Angle CL472 W/ Wall Liner
AutoCAD SHX Text Steel Line
AutoCAD SHX Text Steel Line
AutoCAD SHX Text Steel Line
AutoCAD SHX Text
(2) Fastener #1B at Each end.
AutoCAD SHX Text Fastener #1B
AutoCAD SHX Text Otherwise on Erection Drawings.
AutoCAD SHX Text F.O. Sill to Girt, Unless Noted
AutoCAD SHX Text Sag Angle Not Required From
AutoCAD SHX Text Girt
AutoCAD SHX Text Girt
AutoCAD SHX Text Girt
AutoCAD SHX Text Girt
AutoCAD SHX Text Finished Floor
AutoCAD SHX Text Date
AutoCAD SHX Text Page
AutoCAD SHX Text Rev.
AutoCAD SHX Text Jamb
AutoCAD SHX Text Header
AutoCAD SHX Text Jamb
AutoCAD SHX Text Jamb
AutoCAD SHX Text Header
AutoCAD SHX Text Jamb
AutoCAD SHX Text Sill
AutoCAD SHX Text Sag Angles Not Required if Location is 1'-0 or Less From Jamb, Unless Noted Otherwise on Erection Drawings.
AutoCAD SHX Text
LW1_
AutoCAD SHX Text
LW1_
AutoCAD SHX Text
LW1_
AutoCAD SHX Text
LW1_
AutoCAD SHX Text
LW1_
AutoCAD SHX Text
LW1_
AutoCAD SHX Text
LW1_
AutoCAD SHX Text
LW1_
AutoCAD SHX Text
LW1_
AutoCAD SHX Text Eave
AutoCAD SHX Text
LW1_
AutoCAD SHX Text
LW1_
AutoCAD SHX Text
LW1_
AutoCAD SHX Text
LW1_
AutoCAD SHX Text
LW1_
AutoCAD SHX Text Sag Angles Not Required
AutoCAD SHX Text to Extend to Header
AutoCAD SHX Text Unless Noted Otherwise on
AutoCAD SHX Text Erection Drawings.
AutoCAD SHX Text Note: See Erection Drawings for Mark Number Locations and Spacing.
AutoCAD SHX Text Date
AutoCAD SHX Text Page
AutoCAD SHX Text Rev.
AutoCAD SHX Text Purlin
AutoCAD SHX Text Steel Line
AutoCAD SHX Text Fastener #1B (Typ)
AutoCAD SHX Text Rake Sheeting Angle
AutoCAD SHX Text Sag Angle LW1_ Attach W/ (1) Fastener #1B at Each end. (Typ)
AutoCAD SHX Text Endwall Rafter
AutoCAD SHX Text Note: Field clamp sag angles and apply structural screw from opposite side when rafter is lower than girt.
AutoCAD SHX Text Purlin
AutoCAD SHX Text Steel Line
AutoCAD SHX Text Field Attach W/ (1) Fastener #55 (Note: At Flange greater than " thick field drill 12" thick field drill 916" hole in Angle andFlange and attach W/ (1) " x 1 " A325 Bolt)12" x 114" A325 Bolt)
AutoCAD SHX Text
LW1_
AutoCAD SHX Text Rake Sheeting Angle
AutoCAD SHX Text Endwall Rafter
AutoCAD SHX Text Date
AutoCAD SHX Text Page
AutoCAD SHX Text Rev.
AutoCAD SHX Text
HEX NUT
AutoCAD SHX Text
SLOPE WASHER
AutoCAD SHX Text
FLAT WASHER
AutoCAD SHX Text
THESE ITEMS
AutoCAD SHX Text
SHIPPED ON
AutoCAD SHX Text
ASSEMBLY
AutoCAD SHX Text
NOTE;
AutoCAD SHX Text
BURR THREADS AFTER
AutoCAD SHX Text
AutoCAD SHX Text
FINAL TIGHTENING
AutoCAD SHX Text CABLE BRACE ASSEMBLY 14" CABLE ~ WC4_ 516" CABLE ~ WC5_ 38" CABLE ~ WC6_ 12" CABLE ~ WC8_
AutoCAD SHX Text (See Erection Drawings for required Part Mark and location)
AutoCAD SHX Text
ERECTION NOTE: DETAIL SHOWN AT COLUMN SIMILAR AT RAFTER.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text For Cable Bracing that falls within the Girt Web, the Erector is to add a minimum size slot for the passage of the Cable Eye Bolt and Cable Wrap.
AutoCAD SHX Text Align slot with
AutoCAD SHX Text Cable Bracing
AutoCAD SHX Text Date
AutoCAD SHX Text Page
AutoCAD SHX Text Rev.
AutoCAD SHX Text ERECTION NOTE: DETAIL SHOWN AT COLUMN AND IS SIMILAR AT RAFTER OR PIPE/TUBE STRUT.
AutoCAD SHX Text WR____ Clevised Rod Brace Assembly Clevised Rod Brace Assembly See Erection Drawings for required Part Mark and location.
AutoCAD SHX Text Note; Turnbuckle included on Assembly only when both ends of Rod are Clevised.
AutoCAD SHX Text Bolt with Hex Nut 34" A325 x 112" at " & " Rod 12" & 58" Rod34" A325 x 2" at 34" Rod1 " A325 x 3" at " & 1" Rod 18" A325 x 3" at 78" & 1" Rod1 " A325 x 3" at 1 " Rod14" A325 x 3" at 114" Rod
AutoCAD SHX Text Wing Plate on Column, Rafter or Pipe/Tube Strut
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text For Rod Bracing that falls within the Girt Web, the Erector is to add a minimum size slot for the passage of the Rod.
AutoCAD SHX Text Align slot with Rod Bracing
AutoCAD SHX Text Date
AutoCAD SHX Text Page
AutoCAD SHX Text Rev.
AutoCAD SHX Text %%uDETAIL AT WALL LINE
AutoCAD SHX Text
COLUMN DEPTH IS GREATER THAN OR EQUAL TO 1'-3"
AutoCAD SHX Text
CANOPY RAFTER
AutoCAD SHX Text
EAVE STRUT
AutoCAD SHX Text
EAVE CHANNEL
AutoCAD SHX Text
CANOPY PURLIN (WHEN REQUIRED)
AutoCAD SHX Text SHEETING CLIP CL292 ATTACH WITH (2) Fastener #12A 12-14 x 1" P.H. DP3
AutoCAD SHX Text
EAVE STRUT
AutoCAD SHX Text
RIGID FRAME RAFTER
AutoCAD SHX Text
RIGID FRAME COLUMN
AutoCAD SHX Text
EAVE CHANNEL
AutoCAD SHX Text
CANOPY PURLIN (WHEN REQUIRED)
AutoCAD SHX Text
CANOPY RAFTER
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text ALL BOLTS TO BE " UNLESS NOTED. 12" UNLESS NOTED.FOR REQUIRED LENGTH REFER TO GRIP TABLE ON CUSTOM ERECTION DRAWINGS. CANOPY RAFTER CONNECTIONS AND STIFFENERS DEPICTED WILL VARY PER DESIGN REQUIREMENTS.
AutoCAD SHX Text Project Name & Location:
AutoCAD SHX Text Customer:
AutoCAD SHX Text Job Number:
AutoCAD SHX Text Sheet Number:
AutoCAD SHX Text Checked by:
AutoCAD SHX Text For Approval (Not For Construction)
AutoCAD SHX Text For Erector Installation
AutoCAD SHX Text For Construction Permit
AutoCAD SHX Text Drawn by:
AutoCAD SHX Text Date
AutoCAD SHX Text Revision
AutoCAD SHX Text Description
AutoCAD SHX Text By
AutoCAD SHX Text Ck'd
AutoCAD SHX Text Scale:
AutoCAD SHX Text Drawing Status:
AutoCAD SHX Text Project Engineer:
AutoCAD SHX Text Preliminary (Not For Construction)
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text R6 of 13
AutoCAD SHX Text
RRB 2/5/18
AutoCAD SHX Text
PHONE: 1.800.445.0412
AutoCAD SHX Text Pompano Beach, Florida 33060
AutoCAD SHX Text www.durobuildings.com
AutoCAD SHX Text 351 South Cypress Road Suite 100
AutoCAD SHX Text Duro Beam
AutoCAD SHX Text
THE BEST PRE-ENGINEERED I-BEAM BUILDINGS
AutoCAD SHX Text The engineer whose seal appears hereon is an employee for the manufacturer, NCI Groups, Inc. or one of its affiliates, for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only. The undersigned engineer is not the overall engineer of record for this project.
AutoCAD SHX Text
METAL STORAGE BUILDING ATTN:ANDY DOKLOVIC WOOSTER, OH.
AutoCAD SHX Text
METAL STORAGE BUILDING WOOSTER, OH
AutoCAD SHX Text 15-B-12547
AutoCAD SHX Text
DRST1B
AutoCAD SHX Text
ENST1A
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