ss_F1.pdf
PDF 212 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 | ||
| R6.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
02/06/18
AutoCAD SHX Text
ANCHOR BOLTS TO BE DESIGNED
AutoCAD SHX Text
BY FOUNDATION ENGINEER USING
AutoCAD SHX Text
DIAMETERS SHOWN IN THIS TABLE.
AutoCAD SHX Text
ANCHOR ROD DESCRIPTION
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QUANTITY
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58 " DIAMETER X
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ACCESSORY SCHEDULE
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MARK
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DESCRIPTION
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DETAIL
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QUAN.
AutoCAD SHX Text 14'-0 X 14'-0 FRAMED OPENINGS (New framed opening per 16-P-33444)
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AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text
KEY PLAN
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SWA
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EWD
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SWC
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EWB
AutoCAD SHX Text Anchor Rod Drawings
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3) Projection shown must be held to keep threads clear of finished concrete.
AutoCAD SHX Text
4) This structural design data includes magnitude and location of design loads and
AutoCAD SHX Text support conditions, material properties, and type and size of major structural
AutoCAD SHX Text members necessary to show compliance with the Order Documents at the time of
AutoCAD SHX Text this issue. Any change to building loads or dimensions may change structural
AutoCAD SHX Text member sizes and locations shown. This structural design data will be superseded
AutoCAD SHX Text and voided by any future mailing.
AutoCAD SHX Text
5) Anchor rod size is determined by shear and tension at the bottom of the base
AutoCAD SHX Text plate. The length of the anchor rod and method of load transfer to the foundation
AutoCAD SHX Text are to be determined by the foundation engineer, and are not provided by the
AutoCAD SHX Text manufacturer.
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6) Anchor rods are ASTM F1554 Gr. 36 material unless noted otherwise.
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1) This drawing is for anchor rod placement only and is not foundation design.
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2) Foundation must be square and level with all anchor rods true in size, location, AutoCAD SHX Text and projection.
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FINISH FLOOR AT ELEVATION 100'-0
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ANCHOR ROD SETTING PLAN
AutoCAD SHX Text 80'-3
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OUT/OUT OF CONCRETE
AutoCAD SHX Text 80'-0
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OUT/OUT OF STEEL
AutoCAD SHX Text 4"
AutoCAD SHX Text 19'-8
AutoCAD SHX Text 20'-0
AutoCAD SHX Text 20'-0
AutoCAD SHX Text 60'-3
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OUT/OUT OF CONCRETE
AutoCAD SHX Text 60'-0
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OUT/OUT OF STEEL
AutoCAD SHX Text 60'-3
AutoCAD SHX Text
OUT/OUT OF CONCRETE
AutoCAD SHX Text 60'-0
AutoCAD SHX Text
OUT/OUT OF STEEL
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text A
AutoCAD SHX Text 1 12
AutoCAD SHX Text 1 12
AutoCAD SHX Text 1 12
AutoCAD SHX Text 1 12
AutoCAD SHX Text 1 12
AutoCAD SHX Text 1 12
AutoCAD SHX Text
58" ANCHOR RODS
AutoCAD SHX Text 1 12
AutoCAD SHX Text 1 12
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AutoCAD SHX Text 2 12
AutoCAD SHX Text 3 12
AutoCAD SHX Text 2 12
AutoCAD SHX Text 3 12
AutoCAD SHX Text 1 34
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SLOPE
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F.O. WIDTH
AutoCAD SHX Text 8"
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CONC.
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OUT OF
AutoCAD SHX Text 4"
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LINE
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STEEL
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AutoCAD SHX Text 9"
AutoCAD SHX Text 2"
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BASE OF STEEL AT ELEV. 100'-0
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TYPICAL SECTION
AutoCAD SHX Text F
AutoCAD SHX Text 2'-10 14
AutoCAD SHX Text 14'-3 12
AutoCAD SHX Text 14'-3 12
AutoCAD SHX Text 2'-10 14
AutoCAD SHX Text 2'-10 14
AutoCAD SHX Text 2'-10 14
AutoCAD SHX Text 19'-8
AutoCAD SHX Text
RELOCATED 14' X 14' FRAMED OPENING FROM ORIGINAL JOB 15-B-12547
AutoCAD SHX Text
EXISTING FRAMED OPENING
AutoCAD SHX Text This parts order to be used for field modification of orginal job 15-B-12547
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)
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NOT TO SCALE
AutoCAD SHX Text F1 of 1
AutoCAD SHX Text
RRB 2/5/18
AutoCAD SHX Text 2133 2/5/18
AutoCAD SHX Text
BAC
AutoCAD SHX Text Brian A. Carmichael, P.E. Ohio P.E. E-73388
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.
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METAL STORAGE BUILDING ATTN:ANDY DOKLOVIC WOOSTER, OH
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METAL STORAGE BUILDING WOOSTER, OH
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DRST1B
AutoCAD SHX Text
ENST1A
AutoCAD SHX Text 16-P-33444
2018-02-06T08:22:10-0600
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