R8.pdf

PDF 463 KB Posted Jul 19, 2018

Attached to: Install Government Metal Building and Slab Work
Solicitation number: 1232SC18R0017
Issued by: Department of Agriculture Agricultural Research Service Central Program Planning Coordination and Support

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Drawing - Instructions

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File	Type	Posted
R12.pdf	PDF	Jul 19, 2018
ss_E3.pdf	PDF	Jul 19, 2018
ss_E4.pdf	PDF	Jul 19, 2018
R10.pdf	PDF	Jul 19, 2018
ss_E6.pdf	PDF	Jul 19, 2018
1232SC18R0017_Amendment_0001.pdf	PDF	Jul 19, 2018
R1.pdf	PDF	Jul 19, 2018
ss_E9.pdf	PDF	Jul 19, 2018
R5.pdf	PDF	Jul 19, 2018
R4.pdf	PDF	Jul 19, 2018
R11.pdf	PDF	Jul 19, 2018
R2.pdf	PDF	Jul 19, 2018
ss_E1.pdf	PDF	Jul 19, 2018
R13.pdf	PDF	Jul 19, 2018
ss_E10.pdf	PDF	Jul 19, 2018
ss_E7.pdf	PDF	Jul 19, 2018
R3.pdf	PDF	Jul 19, 2018
ss_E8.pdf	PDF	Jul 19, 2018
ss_E5.pdf	PDF	Jul 19, 2018
ss_E2.pdf	PDF	Jul 19, 2018
R7.pdf	PDF	Jul 19, 2018
R9.pdf	PDF	Jul 19, 2018
ss_F1.pdf	PDF	Jul 19, 2018
R6.pdf	PDF	Jul 19, 2018
Stamped_DuroBeam_217-38_Calcs_2018-03-16.pdf	PDF	Jun 15, 2018
Solicitation_1232SC18R0017.pdf	PDF	Jun 15, 2018
Stamped_DuroBeam_217-38_60x80_fndt_2018-3-16.pdf	PDF	Jun 15, 2018
Atch_1_-_DOL_Wage_Determination,_OH82,_Mod_8,_dated_6-15-2018.pdf	PDF	Jun 15, 2018
Atch_2_-_Statement_of_Work_Prefab_Metal_Bldg.pdf	PDF	Jun 15, 2018

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AC01225

Jul '11 00

Welded Clips - Framed Opening Connections Cold Form and Hot Rolled Cee - Jamb/Sub Jamb to Low Side Eave Strut

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.

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(2) " Bolts 12" BoltsField Drill " Holes in Eave Strut 916" Holes in Eave Strut at Field Located Framed Openings

AutoCAD SHX Text Eave Height

AutoCAD SHX Text Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar)

AutoCAD SHX Text Steel Line

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(2) " Bolts 12" BoltsField Drill " Holes in Eave Strut 916" Holes in Eave Strut at Field Located Framed Openings

AutoCAD SHX Text Eave Height

AutoCAD SHX Text Steel Line

AutoCAD SHX Text Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar)

AutoCAD SHX Text Jamb/Sub Jamb to Low Side Eave Strut 0:12 thru 4 ":12 Roof Slope12":12 Roof Slope

AutoCAD SHX Text Jamb/Sub Jamb to Low Side Eave Strut 4 ":12 thru 12:12 Roof Slope916":12 thru 12:12 Roof Slope

AutoCAD SHX Text Low Side Eave Strut

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RA1-1 (20'-0)

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BASE ANGLE

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RA1-1 (20'-0)

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BASE ANGLE

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RA1-1 (20'-0)

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BASE ANGLE

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BASE ANCHOR

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AT 3'-0 O.C.

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WITH FLUSH COULMNS

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CORNER BASE DETAIL

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WITH BY-PASS GIRTS

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COLUMN BASE DETAIL

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GIRT DEPTH

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BASE ANCHOR

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AT 3'-0 O.C.

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STRUCTURAL

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SCREW

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STRUCTURAL

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RA1-1 (20'-0)

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BASE ANGLE

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BASE ANGLE

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RA1-1 (20'-0)

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SCREW

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VARIES

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WITH FLUSH COULMNS

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CORNER BASE DETAIL

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(LESS THAN 4")

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CLIP PC31_

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SHEETING

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SIDEWALL

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VARIES

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CLIP PC31_

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SHEETING

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SCREW

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STRUCTURAL

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ENDWALL

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SCREW

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STRUCTURAL

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BASE ANCHOR

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AT 3'-0 O.C.

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ENDWALL

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SIDEWALL

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(FIELD CUT)

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BASE ANGLE

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PC29,

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CORNER BASE DETAIL

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WITH 1" INSET COLUMN

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WITH FLUSH COLUMNS

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COLUMN BASE DETAIL

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OF CLIP PC29_

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AND BOTTOM FLG.

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FIELD CUT TOP

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PC30_ AT SIDEWALL

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CL292 AT ENDWALL

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SHEETING CLIP

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RA1-1 (20'-0)

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BASE ANGLE

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EACH END

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BASE ANCHOR

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AT 3'-0 O.C.

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STRUCTURAL

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SCREW AT

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FIELD CUT TOP

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AND BOTTOM FLG.

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OF CL207

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CL207

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SHEETING CLIP

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WITH BY-PASS GIRTS

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CORNER BASE DETAIL

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SCREW AT

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STRUCTURAL

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EACH END

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WITH I" COLUMN INSET

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COLUMN BASE DETAIL

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RA1-1 (20'-0)

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BASE ANGLE

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BASE ANCHOR

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AT 3'-0 O.C.

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DETAIL AT FRAMED OPENING JAMB

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SECTION "A"

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RA1-1 (20'-0)

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BASE ANGLE

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CLIP CL207 (SHOWN),

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GIRT DEPTH

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GIRT DEPTH

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(FIELD CUT)

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BASE ANGLE

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ENDWALL

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WITH 1" INSET COLUMN

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CORNER BASE DETAIL

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VARIES

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OR CLIP PC31_

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SHEETING

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CLIP PC29_ (SHOWN)

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BASE ANGLE

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STRUCTURAL

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RA1-1 (20'-0)

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STRUCTURAL

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SCREW

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VARIES

AutoCAD SHX Text "A"

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SHEETING

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STRUCTURAL

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RA1-1 (20'-0)

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BASE ANGLE

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SCREW

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CLIP CL207

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OR PC29_

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BASE ANGLE

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RA1-1 (20'-0)

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RA1-1 (20'-0)

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BASE ANGLE

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SCREW

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STRUCTURAL

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AT 3'-0 O.C.

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BASE ANCHOR

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ENDWALL

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SHEETING

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SCREW

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STRUCTURAL

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VARIES

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BASE ANGLE

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SIDEWALL

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RA1-1 (20'-0)

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BASE ANCHOR

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AT 3'-0 O.C.

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VARIES

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RA1-1 (20'-0)

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BASE ANGLE

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BASE ANGLE

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RA1-1 (20'-0)

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RA1-1 (20'-0)

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BASE ANGLE

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SWING DOOR JAMB

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ENDWALL

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WITH BY-PASS GIRTS

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CORNER BASE DETAIL

AutoCAD SHX Text "A"

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ENDWALL

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RA1-1 (20'-0)

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BASE ANGLE

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BASE ANCHOR

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AT 3'-0 O.C.

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RA1-1 (20'-0)

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BASE ANGLE

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BASE ANCHOR

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AT 3'-0 O.C.

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AT 3'-0 O.C.

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BASE ANCHOR

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AT 3'-0 O.C.

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BASE ANCHOR

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(NOT BY BLDG. MFGR.)

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CROSS SECTION

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BASE ANCHOR

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STEEL LINE

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AT 3'-0 O.C.

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(LESS THAN 4")

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VARIES

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SCREWS

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(2) STRUCTURAL

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CLIP PC22_

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SHEETING

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PC29_,

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CL207 (SHOWN),

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SHEETING CLIP

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(LESS THAN 4")

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(LESS THAN 4")

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(4" OR GREATER)

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(4" OR GREATER)

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(4" OR GREATER)

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SIDEWALL

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SCREW

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SIDEWALL

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SIDEWALL

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SHEETING

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CLIP PC22_

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SHEETING

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CLIP PC22_

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SHEETING

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CLIP PC22_

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SCREW

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STRUCTURAL

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AND BEND

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AND BEND

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OR PC29_

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OR CLIP PC31

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OR PC31_

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SWING DOOR JAMB

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BASE ANGLE

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RA1-1 (20'-0)

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BASE ANCHOR

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AT 3'-0 O.C.

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DETAIL AT FACTORY ASSEMBLED

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DETAIL AT PACKAGED "KD"

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MASONRY ANCHOR

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NOT BY BLDG. MFGR.

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INSTALLATION

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BASE ANGLE

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DETAILS

AutoCAD SHX Text 1/12/12

AutoCAD SHX Text 10.12.14

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1. THE BASE ANGLE IS AN OPTIONAL BASE CONDITION THAT DOES NOT HAVE TO BE CAST-IN-PLACE.

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2. BASE ANGLE IS SUPPLIED IN 10'-0 OR 20'-0 LENGTHS. MODIFICATIONS SUCH AS CUTTING AT COLUMNS OR OPENINGS, ARE TO BE HANDLED IN THE FIELD.

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3. A CONCRETE NOTCH IS OPTIONAL WITH BASE ANGLE. (REFER TO APPROPRIATE ANCHOR BOLT LAYOUT.)

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GENERAL NOTES

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4. BASE ANCHORING FASTENERS ARE NOT FURNISHED BY BLDG. MFGR. BUILDING SYSTEMS.

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NOTE:

AutoCAD SHX Text 3 14

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2. RAMSET POWER DRIVEN FASTENERS (1500 AND 1600 W) WITH 0.145" SHANK AND 1 " MINIMUM CONCRETE EMBEDMENT, IN 2,000 14" MINIMUM CONCRETE EMBEDMENT, IN 2,000 PSI MINIMUM CONCRETE, SPACED A MAXIMUM OF 1'-0 APART. (ICC-ES EVALUATION REPORTS ESR-1799)

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4. CONCRETE IS NOT CRACKED AND SPALLING DOES NOT OCCUR AT THE FASTENER.

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5. LOCAL CODES DO NOT EXCLUDE THEIR USE.

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3. OR USE OTHER EQUIVALENT FASTENER AND SPACING CAPABLE OF RESISTING MINIMUM ASD DESIGN LOADS OF 150 LBS PULLOUT AND 250 LBS SHEAR PER LINEAL FOOT OF BASE MEMBER.

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1. HILTI LOW VELOCITY POWER FASTENER (X-DNI) WITH 0.145" SHANK AND 1 " MINIMUM CONCRETE EMBEDMENT, IN 2,000 PSI 14" MINIMUM CONCRETE EMBEDMENT, IN 2,000 PSI MINIMUM CONCRETE, SPACED A MAXIMUM OF 1'-0 APART. (ICC-ES EVALUATION REPORTS ESR-1663)

AutoCAD SHX Text 12" ANCHOR RODS (NOT BY BLDG. MFGR.) AT 3'-0SPACING ARE ASSUMED IN THE DESIGN TO RESIST WALL PANEL LOADING AT BASE MEMBERS. ALTERNATE FASTENERS MAY BE USED FOR ATTACHMENT OF WALL PANEL BASE MEMBER TO CONCRETE, IN LIEU OF " 12" ANCHOR RODS AT 3'-0 SPACING AS SHOWN ELSEWHERE ON THIS DRAWING, UNDER THE FOLLOWING CONDITIONS:

AutoCAD SHX Text

REFERENCE ONLY

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

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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 R8 of 13

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RRB 2/5/18

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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

AutoCAD SHX Text 15-B-12547

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DRST1B

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ENST1A

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