Attachment_B_Drawings_8261-26665_encrypted_.pdf

PDF 4 MB Posted Aug 4, 2022

Attached to: Erect Building Kit for Lake Roosevelt NRA
Solicitation number: 140P8322Q0065
Issued by: Department of the Interior National Park Service Pacific West Region

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Sol_140P8322Q0065_Amd_0001.pdf	PDF	Sep 6, 2022
Q_A_09052022_0001.pdf	PDF	Sep 6, 2022
Amend__0001_Attachment_A_SOW-Specifications_0001.pdf	PDF	Sep 6, 2022
Attachment_C_Wage_Determination.pdf	PDF	Aug 4, 2022
Forms_to_Return_with_QUOTE.pdf	PDF	Aug 4, 2022
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Sol_140P8322Q0065.pdf	PDF	Aug 4, 2022

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BUILDING DESIGN CODES

GENERAL LOADS

Roof Dead Load:

Roof Collateral Load:

Roof Live Load:

Tributary Live Load Reduction:

Metal Building Only 1.00

20.00 Yes

psf psf

IBC 15

WIND LOAD

Wind Speed (3-sec gust) Vult: 110

Vasd: 85

Wind Exposure Category: C Wind Condition: Open Internal Pressure Coefficient (GCpi):

mph

Rainfall Intensity (5 Min Duration): 4.00 in/hr

SEISMIC LOAD

Seismic Importance Factor (Ie): 1.00 Spectral Response Acceleration (Ss): 0.3730 Spectral Response Acceleration (S1): 0.1420 Site Class: D Spectral Response Coefficients (Sds): 0.3734 Spectral Response Coefficients (Sd1): 0.2113 Seismic Design Category: D

Risk Category: II - Normal

Edge Zone Width: 4.00 Ft

DEFLECTION CRITERIA

Main Frames Lateral: 60 Main Frames Vertical: 180 Bearing Frame Rafter: 180 Endwall Columns: 90

H/ Roof Panels: 120 Purlins: 150 Wall Panels: 60 Girts: 90

L/ L/ L/

L/ L/ L/ L/

Hot Roller Version: AISC 360-10 Cold-Formed Version: AISI S100-12

Red Oxide Primer

PRIMARY FRAMING

SECONDARY FRAMING

Purlins, Eave Struts:

Girts, Light Gage Columns:

Light Gage Jambs & Headers:

Built-Up & Hot-Rolled:

Hot-Dip Galvanizing conforms to the ASTM A123 specification.

Pre-Galvanized members conform to the ASTM A653, Grade 50, Coating G-90 specification.

Building Code:

Sprinkler Load: 0.00 psf mph V service: 72 mph

Profile: Super Span X Gauge: 26 Color: NEED COLOR

ROOF PANEL

UL580 Class 90: Yes

Profile: Super Span X Gauge: 26 Color: NEED COLOR

WALL PANEL

Some panels and/or trims are furnished with a protective, peel-off film.

This film must be removed prior to field installation. Do not expose the panels and/or trims to sunlight without immediate film removal. Film must be removed from non-exposed panels and/or trims within six months after film application or irreparable damage will occur to the panel surface. Claims will not be accepted for this problem.

WARNING

Gauge:

Gauge: FL Gutter:

FL Rake:

TRIM COLOR

Gauge:Downspouts: 26

NEED COLOR

SNOW LOAD

Roof Snow Load (Pf): 42.0 Ground Snow Load (Pg): 50.0 Snow Exposure Factor (Ce): 1.00 Snow Load Importance Factor (Is): 1.00 Thermal Factor (Ct): 1.20 psf psf

1-7

Total Design Base Shear: 8.86 Kips

A-B

8.80

Sesimic Response Coefficient(s) (Cs):

Structural Sys:

Analysis Procedure: Equivalent Lateral Force

* Ordinary Steel Concentrically Braced Frame(s) and/or Ordinary Steel Moment Frame(s)

Response Modification Factor(s) (R):

0.1067

3.50 0.1067

3.50 Kips

Basic Seismic Force Resisting Systems*:

C4 C4

Other Loads: None For components, claddings, and MWFRS, deflections involving wind are based on 10 year serviceability wind pressures.

Red Oxide Primer Red Oxide Primer Red Oxide Primer

NEED COLOR

GENERAL NOTES

APPROVAL NOTES

RESPONSIBILITIES

1. Approval of WESTERN METAL SUPPLY CO. drawings and/or calculations indicate that WESTERN METAL SUPPLY CO. has correctly interpreted the contract requirements. This approval constitutes the customer acceptance of the WESTERN METAL SUPPLY CO. design, concepts, assumptions, and loadings.

2. Failure to respond to clouded areas and areas to verify may result in additional costs and/or schedule delays for which WESTERN METAL SUPPLY CO. will not be responsible.

3. Any changes made after the WESTERN METAL SUPPLY CO. customer has signed and returned the WESTERN METAL SUPPLY CO. drawings and/or calculations and the project is released for fabrication shall be billed to the WESTERN METAL SUPPLY CO. customer including material, engineering, and other cost. An additional fee may be charged if the project must be moved from the fabrication and/or the shipping schedule.

4. It is the responsibility of the customer to field verify all existing conditions prior to fabrication.

5. It is imperative that any changes to these drawings:

5.1. Be made in contrasting ink.

5.2. Be legible and unambiguous.

5.3. Have all instances of changes clearly indicated.

6. A dated signature, in the designated areas, is required on all pages. The signature must be from the person authorized on the contract or a person authorized, in writing, by the WESTERN METAL SUPPLY CO. customer.

7. WESTERN METAL SUPPLY CO. reserves the right to resubmit drawings with extensive or complex changes required to avoid misfabrication. This may impact the delivery schedule.

8. Any changes noted on the drawings not in conformance with the terms and requirements of the contract between WESTERN METAL SUPPLY CO. and its customer are not binding on WESTERN METAL SUPPLY CO. unless subsequently specifically acknowledged and agreed to in writing by change order or separate documentation.

9. The customer approves of all notes and conditions on the drawings and/or calculations by signing an Approval Drawing Waiver Form.

1. Wall and liner panels are an integral part of the structural system. Unauthorized removal of panels or cutting panels for framed openings not shown is prohibited.

2. Oil-canning, a perceived waviness inherent to light gauge metal, may exist. This condition does not affect the structural integrity or the finish of the panel, and therefore is not a cause for rejection.

3. The primer for all cold-formed structural framing members contain a "wax-type" lubricant to facilitate roll-forming. Hair-line crazing which may occur during forming operations is considered normal and is not a cause for rejection.

4. All other primed structural members are given one shop coat (1.0 mils) of WESTERN METAL SUPPLY CO.'s standard red-oxide primer designed for short term field protection.

5. All bolted connections for cold-formed secondary members use ASTM A307 12" x 11 4" bolts without washers unless noted otherwise on these drawings. Refer to erection drawings for specific framing connections for nonstandard conditions.

6. All bolted connections for primary framing members use ASTM A325 bolts without washers unless noted otherwise on these drawings. High strength bolts shall be installed according to the Specifications for Structural Joints Using ASTM A325 or A490 Bolts, Research Council on Structural Connections, December 31, 2009, and shall be tightened as Snug-Tight or Pretension as specified on these drawings.

7. Any type of suspended or load inducing system(s) is prohibited if zero collateral and zero sprinkler loads are designated on the contract. This would include lights, duct work, piping, insulation types other than 3" standard duty fiberglass blanket insulation, etc.

1. The WESTERN METAL SUPPLY CO. Customer, hereafter referred to as the "customer", obtains and pays for all building permits, licenses, public assessments, paving or utility pro rata, utility connections, occupancy fees and other fees required by any governmental authority or utility in connection with the work provided for in the Contract Documents. The customer provides at his expense all plans and specifications required to obtain a building permit. It is the customer's responsibility to ensure that all plans and specifications comply with the applicable requirements of any governing building authorities.

2. The customer is responsible for identifying all applicable building codes, zoning codes, or other regulations applicable to the Construction Project, including the metal building system.

3. It is the responsibility of the customer to interpret all aspects of the End User's specifications and incorporate the appropriate specifications, design criteria, and design loads into the Order Documents submitted to

WESTERN METAL SUPPLY CO..

4. It is the responsibility of WESTERN METAL SUPPLY CO. to furnish the metal building system to meet the specifications including the design criteria and design loads incorporated by the Contractor into the Order Documents. WESTERN METAL SUPPLY CO. is not responsible for making an independent determination of any local codes or any other requirements not part of the Order Documents.

5. WESTERN METAL SUPPLY CO. Buildings' standard specifications apply unless stipulated otherwise in the Contract Documents. WESTERN METAL SUPPLY CO. design, fabrication, quality criteria, standards, practice, methods and tolerances shall govern the work any other interpretations to the contrary notwithstanding. It is understood by both parties that the customer is responsible for clarifications of inclusions or exclusions from the Architectural plans.

6. In case of discrepancies between WESTERN METAL SUPPLY CO.'s structural steel plans and plans for other trades, WESTERN METAL SUPPLY CO.'s shall govern per Code of Standard Practice for Steel Buildings and Bridges in the AISC 330-10; Section 3.3.

7. The customer is responsible for overall project coordination. All interface, compatibility and design considerations concerning any materials not furnished by WESTERN METAL SUPPLY CO. and WESTERN METAL SUPPLY CO.'s steel system are to be considered and coordinated by the customer. Specific design criteria concerning this interface between materials must be furnished before release for fabrication or WESTERN METAL SUPPLY CO.'s assumptions will govern.

8. Anchor rods and foundation embedment are designed, furnished, and set by the customer in accordance with an approved drawing. Dimensional accuracy shall satisfy the requirements of Section 7.5.1 of Code of Standard Practice for Steel Buildings and Bridges in the AISC 330-10.

9. All other embedded items or connection materials between the structural steel and the work of other trades are located and set by the customer in accordance with approved location on erection drawings. Accuracy of these items must satisfy the erection tolerance requirements.

10. WESTERN METAL SUPPLY CO. does not investigate the influence of the metal building system on existing buildings or structures. The End Customer assures that such buildings and structures are adequate to resist snow drifts, wind loads, or other conditions as a result of the presence of the metal building system.

ERECTION NOTES

4. Erection tolerances are set forth per Code of Standard Practice for Steel Buildings and Bridges AISC 330-10 Section 7.13 except that individual members are considered plumb, level and aligned if the deviation does not exceed 1:500. Variations in finished overall dimensions of structural steel framing are deemed within the limits of good practice when they do not exceed the cumulative effect of rolling, fabricating, and erection tolerances.

1. All bracing shown and provided by WESTERN METAL SUPPLY CO. for this building is required and shall be installed by the erector as a permanent part of the structure per Code of Standard Practice for Steel Buildings and Bridges in AISC 330-10 Section 7.10.

2. Temporary supports, such as guys, braces, false-work, cribbing or other elements required for the erection operation shall be determined and funished by the erector per Code of Standard Practice for Steel Buildings and Bridges in AISC 330-10 Section 7.10.

5. As a general rule, field welding is not used to assemble a metal building system. In cases where the drawings indicate field welding and in cases where approved corrections are to be made by field welding the following requirements shall be met:

5.1. Welders must be qualified by an independent testing agency, with suitable documentation to AWS D1.1 Structural Welding Code - Steel or AWS D1.3 Structural Welding Code - Sheet Steel as applicable, for the processes, positions, and materials involved.

5.2. All welds must be made in conformance to a documented and approved Welding Procedure Specification (WPS). All joints which are not pre-qualified must be supported by a certified Procedure Qualification Record (PQR) by an independent testing agency.

6. All documentation and records shall be the responsibility of the customer.

7. Any claims or shortages by buyer must be made to WESTERN METAL SUPPLY CO. within seven (7) working days after delivery, or such claims will be considered to have been waived by the customer and disallowed. All claims should be directed to Rhino Steel Buildings Customer Service Department.

8. Claims for correction of alleged misfits will be disallowed unless WESTERN METAL SUPPLY CO. shall have received prior notice thereof and allowed reasonable inspection of such misfits. Ordinary inaccuracies of shop work shall not be construed as misfits. No part of the building may be returned or charges assessed for alleged misfits without prior approval from WESTERN METAL SUPPLY CO..

9. Neither WESTERN METAL SUPPLY CO. nor the customer will cut, drill or otherwise alter their work, or the work of other trades to accommodate other trades unless such work is clearly specified in the contract documents. Whenever such work is specified the customer is responsible for furnishing complete information as to materials, size, location, and number of alterations prior to preparation of shop drawings per Code of Standard Practice for Steel Buildings and Bridges in the AISC 330-10; Section 7.14.)

10. Rhino Steel Buildings Field Modifications Policy:

10.1 WESTERN METAL SUPPLY CO. will only be responsible for the field-modified parts designed and approved by the

WESTERN METAL SUPPLY CO. Engineering Department.

10.2 Any field modifications designed by third parties may not be approved by WESTERN METAL SUPPLY CO. and may limit WESTERN METAL SUPPLY CO. warranty and liability.

10.3 WESTERN METAL SUPPLY CO. makes no warranty and hereby disclaims any responsibility with respect to the design, engineering, or construction of any field-modified parts performed by third parties.

4.1. When crane support systems are part of the metal building system erection tolerances, then Chapter 9 of Common Industry Practices in the 2012 MBMA Metal Building Systems Manual shall apply. To achieve the required tolerances, grouting of the columns and shimming of the runway beam may be required. The customer shall provide grout if required. The contractor erecting the runway beams is responsible for shimming, plumbing, and leveling of the runway system. When aligning the runway beams, the alignment shall be with respect to the beam webs so the center of the aligned rail is over the runway web.

3. Normal erection operations include the correction of minor misfits by moderate amounts of reaming, chipping, or cutting and the drawing of elements into line through use of drift pins. Errors which require major changes in the member configuration are to be reported immediately to WESTERN METAL SUPPLY

CO. by the customer to enable whoever is responsible either to correct the error or to approve the most efficient and economic method of correction to be used by others per Code of Standard Practice for Steel Buildings and Bridges in AISC 330-10; Section 7.14.

Drawing Description C1 - Cover Sheet

E1 - Roof Framing Plan E2 - Framing Elevation E3 - Framing Elevation E4 - Framing Elevation

Date 08.26.21

08.26.21 08.26.21 08.26.21 08.26.21

Issue

Drawing Index

P1 - Rigid Frame Elevation08.26.210

D1 - Standard Detail Page08.26.210 D2 - Standard Detail Page08.26.210

F1 - Anchor Bolt Plan F2 - Anchor Bolt Reactions

08.26.21 08.26.21

P2 - Rigid Frame Elevation08.26.210

DESIGN/ BUILD SYSTEMS WORLDWIDE SBA Certified Firm

Framing Direction:

The Engineer whose seal and signature appear on these documents represent Whirlwind Steel Buildings, Inc., and is not the Engineer of Record for the overall project. The Engineer's responsibility is limited to material designed and manufactured by Whirlwind Steel Buildings, Inc., and excludes parts such as doors, windows, foundation design, and erection of the building.

DRAWING STATUS

FOR APPROVAL:

These drawings, being for approval, are by definition not final and are for conceptual representation only. Their purpose is to confirm the

FOR CONSTRUCTION PERMIT:

These drawings, being for permit, are by definition not final.

Only drawings issued "For Erector Installation" can be considered complete.

FOR ERECTOR INSTALLATION:

Final drawings for construction.

proper interpretation of the project documents. Only drawings issued "For Erector Installation" can be considered complete.

DESIGN/ BUILD SYSTEMS WORLDWIDE SBA Certified Firm

The building has been designed as open with obstructed flow in accordance with the building code. The addition of wall framing or sheeting on any portion or all of the walls obstructing the wind flow will require that the building be reviewed by alicensed design professional for structural adequacy.

The rigid frame at lines 1&7 are designed as a non-expandable rigid frame.

Corresponding frame reactions are calculated based upon actual tributary area.

Sep 1, 2021

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CITY OF HOUSTON REGISTRATION NO. 165 / STATE OF TEXAS FIRM NO. 12081

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COULEE DAM, WA 99116

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OKANOGAN

https://salesforceintegration.na2.echosign.com/verifier?tx=CBJCHBCAABAAm4CvCYrpwU6ZGNpReEMoowA3FP_9cASF https://salesforceintegration.na2.echosign.com/verifier?tx=CBJCHBCAABAAm4CvCYrpwU6ZGNpReEMoowA3FP_9cASF

DRAWING STATUS

FOR APPROVAL:

These drawings, being for approval, are by definition not final and are for conceptual representation only. Their purpose is to confirm the

FOR CONSTRUCTION PERMIT:

These drawings, being for permit, are by definition not final.

Only drawings issued "For Erector Installation" can be considered complete.

FOR ERECTOR INSTALLATION:

Final drawings for construction.

proper interpretation of the project documents. Only drawings issued "For Erector Installation" can be considered complete.

DESIGN/ BUILD SYSTEMS WORLDWIDE SBA Certified Firm

TYPICAL BASE DETAIL

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AutoCAD SHX Text 3.00 https://salesforceintegration.na2.echosign.com/verifier?tx=CBJCHBCAABAAm4CvCYrpwU6ZGNpReEMoowA3FP_9cASF https://salesforceintegration.na2.echosign.com/verifier?tx=CBJCHBCAABAAm4CvCYrpwU6ZGNpReEMoowA3FP_9cASF responsibility is limited to material designed and manufactured by Whirlwind Steel Buildings, Inc., and excludes parts such as doors, windows, foundation design, and erection of the building.

DRAWING STATUS

FOR APPROVAL:

These drawings, being for approval, are by definition not final and are for conceptual representation only. Their purpose is to confirm the

FOR CONSTRUCTION PERMIT:

These drawings, being for permit, are by definition not final.

Only drawings issued "For Erector Installation" can be considered complete.

FOR ERECTOR INSTALLATION:

Final drawings for construction.

proper interpretation of the project documents. Only drawings issued "For Erector Installation" can be considered complete.

DESIGN/ BUILD SYSTEMS WORLDWIDE SBA Certified Firm Sep 1, 2021

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AutoCAD SHX Text -----Live----

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text -----Snow----

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text --Wind_Left1-

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text -Wind_Right1-

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text 2*

AutoCAD SHX Text A

AutoCAD SHX Text 0.4

AutoCAD SHX Text 1.7

AutoCAD SHX Text 0.2

AutoCAD SHX Text 0.4

AutoCAD SHX Text 1.7

AutoCAD SHX Text 5.6

AutoCAD SHX Text 5.8

AutoCAD SHX Text 20.2

AutoCAD SHX Text -2.9

AutoCAD SHX Text -10.4

AutoCAD SHX Text -3.2

AutoCAD SHX Text -10.2

AutoCAD SHX Text 2*

AutoCAD SHX Text B

AutoCAD SHX Text -0.4

AutoCAD SHX Text 1.7

AutoCAD SHX Text -0.2

AutoCAD SHX Text 0.4

AutoCAD SHX Text -1.7

AutoCAD SHX Text 5.6

AutoCAD SHX Text -5.8

AutoCAD SHX Text 20.2

AutoCAD SHX Text 3.2

AutoCAD SHX Text -10.2

AutoCAD SHX Text 2.9

AutoCAD SHX Text -10.4

AutoCAD SHX Text Frame

AutoCAD SHX Text Line

AutoCAD SHX Text Column

AutoCAD SHX Text Line

AutoCAD SHX Text --Wind_Left2-

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text -Wind_Right2-

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text --Wind_Long1-

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text --Wind_Long2-

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text -Seismic_Left

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text Seismic_Right

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text 2*

AutoCAD SHX Text A

AutoCAD SHX Text -4.4

AutoCAD SHX Text -9.9

AutoCAD SHX Text -1.8

AutoCAD SHX Text -11.0

AutoCAD SHX Text -2.9

AutoCAD SHX Text -8.7

AutoCAD SHX Text 1.4

AutoCAD SHX Text 4.1

AutoCAD SHX Text -0.9

AutoCAD SHX Text -0.8

AutoCAD SHX Text 0.9

AutoCAD SHX Text 0.8

AutoCAD SHX Text 2*

AutoCAD SHX Text B

AutoCAD SHX Text 1.8

AutoCAD SHX Text -11.0

AutoCAD SHX Text 4.4

AutoCAD SHX Text -9.9

AutoCAD SHX Text 2.9

AutoCAD SHX Text -8.7

AutoCAD SHX Text -1.4

AutoCAD SHX Text 4.1

AutoCAD SHX Text -0.9

AutoCAD SHX Text 0.8

AutoCAD SHX Text 0.9

AutoCAD SHX Text -0.8

AutoCAD SHX Text Frame

AutoCAD SHX Text Line

AutoCAD SHX Text Column

AutoCAD SHX Text Line

AutoCAD SHX Text

F1UNB_SL_L-

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text

F1UNB_SL_R-

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text 2*

AutoCAD SHX Text A

AutoCAD SHX Text 4.9

AutoCAD SHX Text 15.9

AutoCAD SHX Text 4.9

AutoCAD SHX Text 9.5

AutoCAD SHX Text 2*

AutoCAD SHX Text B

AutoCAD SHX Text -4.9

AutoCAD SHX Text 9.5

AutoCAD SHX Text -4.9

AutoCAD SHX Text 15.9

AutoCAD SHX Text Frame

AutoCAD SHX Text Line

AutoCAD SHX Text Column

AutoCAD SHX Text Line

AutoCAD SHX Text -----Dead----

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text --Collateral-

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text -----Live----

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text -----Snow----

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text --Wind_Left1-

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text -Wind_Right1-

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text 1*

AutoCAD SHX Text A

AutoCAD SHX Text 0.3

AutoCAD SHX Text 1.6

AutoCAD SHX Text 0.1

AutoCAD SHX Text 0.3

AutoCAD SHX Text 0.9

AutoCAD SHX Text 4.1

AutoCAD SHX Text 2.9

AutoCAD SHX Text 13.1

AutoCAD SHX Text -1.4

AutoCAD SHX Text -6.8

AutoCAD SHX Text -1.6

AutoCAD SHX Text -6.6

AutoCAD SHX Text 1*

AutoCAD SHX Text B

AutoCAD SHX Text -0.3

AutoCAD SHX Text 1.6

AutoCAD SHX Text -0.1

AutoCAD SHX Text 0.3

AutoCAD SHX Text -0.9

AutoCAD SHX Text 4.1

AutoCAD SHX Text -2.9

AutoCAD SHX Text 13.1

AutoCAD SHX Text 1.6

AutoCAD SHX Text -6.6

AutoCAD SHX Text 1.4

AutoCAD SHX Text -6.8

AutoCAD SHX Text Frame

AutoCAD SHX Text Line

AutoCAD SHX Text Column

AutoCAD SHX Text Line

AutoCAD SHX Text --Wind_Left2-

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text -Wind_Right2-

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text --Wind_Long1-

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text --Wind_Long2-

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text -Seismic_Left

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text Seismic_Right

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text 1*

AutoCAD SHX Text A

AutoCAD SHX Text -2.4

AutoCAD SHX Text -6.5

AutoCAD SHX Text -0.7

AutoCAD SHX Text -7.2

AutoCAD SHX Text -1.7

AutoCAD SHX Text -6.4

AutoCAD SHX Text 0.7

AutoCAD SHX Text 2.7

AutoCAD SHX Text -0.6

AutoCAD SHX Text 0.6

AutoCAD SHX Text 1*

AutoCAD SHX Text B

AutoCAD SHX Text 0.7

AutoCAD SHX Text -7.2

AutoCAD SHX Text 2.4

AutoCAD SHX Text -6.5

AutoCAD SHX Text 1.7

AutoCAD SHX Text -6.4

AutoCAD SHX Text -0.7

AutoCAD SHX Text 2.7

AutoCAD SHX Text -0.6

AutoCAD SHX Text 0.6

AutoCAD SHX Text -0.6

AutoCAD SHX Text Frame

AutoCAD SHX Text Line

AutoCAD SHX Text Column

AutoCAD SHX Text Line

AutoCAD SHX Text

F2UNB_SL_L-

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text

F2UNB_SL_R-

AutoCAD SHX Text Horiz

AutoCAD SHX Text Vert

AutoCAD SHX Text 1*

AutoCAD SHX Text A

AutoCAD SHX Text 2.4

AutoCAD SHX Text 10.4

AutoCAD SHX Text 2.4

AutoCAD SHX Text 6.1

AutoCAD SHX Text 1*

AutoCAD SHX Text B

AutoCAD SHX Text -2.4

AutoCAD SHX Text 6.1

AutoCAD SHX Text -2.4

AutoCAD SHX Text 10.4

AutoCAD SHX Text 2*

AutoCAD SHX Text Frame lines:

AutoCAD SHX Text

AutoCAD SHX Text 1*

AutoCAD SHX Text Frame lines:

AutoCAD SHX Text

NOTES FOR REACTIONS

AutoCAD SHX Text 1.

AutoCAD SHX Text All loading conditions are examined and only maximum/minimum H or V and the

AutoCAD SHX Text corresponding H or V are reported.

AutoCAD SHX Text 2.

AutoCAD SHX Text Positive reactions are as shown in the sketch. Foundation loads are in

AutoCAD SHX Text opposite directions.

AutoCAD SHX Text 3.

AutoCAD SHX Text Bracing reactions are in the plane of the brace with the H pointing away

AutoCAD SHX Text from the braced bay. The vertical reaction is downward.

AutoCAD SHX Text 4.

AutoCAD SHX Text Loading conditions are:

AutoCAD SHX Text

AutoCAD SHX Text Dead+Collateral+Snow+Slide_Snow

AutoCAD SHX Text

AutoCAD SHX Text 0.6Dead+0.6Wind_Left2

AutoCAD SHX Text

AutoCAD SHX Text 0.6Dead+0.6Wind_Right2

AutoCAD SHX Text

BUILDING BRACING REACTIONS

AutoCAD SHX Text

AutoCAD SHX Text Reactions(k )

AutoCAD SHX Text Panel_Shear

AutoCAD SHX Text Wall

AutoCAD SHX Text Col

AutoCAD SHX Text Wind

AutoCAD SHX Text Seismic

AutoCAD SHX Text (lb/ft)

AutoCAD SHX Text Loc

AutoCAD SHX Text Line

AutoCAD SHX Text Horz

AutoCAD SHX Text Vert

AutoCAD SHX Text Horz

AutoCAD SHX Text Vert

AutoCAD SHX Text Wind

AutoCAD SHX Text Seis

AutoCAD SHX Text

L_EW

AutoCAD SHX Text

AutoCAD SHX Text (h)

AutoCAD SHX Text

F_SW

AutoCAD SHX Text B

AutoCAD SHX Text 3,4

AutoCAD SHX Text (a)

AutoCAD SHX Text

R_EW

AutoCAD SHX Text

AutoCAD SHX Text (h)

AutoCAD SHX Text

B_SW

AutoCAD SHX Text A

AutoCAD SHX Text 3,4

AutoCAD SHX Text (a)

AutoCAD SHX Text Note

AutoCAD SHX Text (a)Wind bent in bay

AutoCAD SHX Text (h)Rigid frame at endwall

AutoCAD SHX Text

PORTAL FRAME REACTIONS

AutoCAD SHX Text Wall

AutoCAD SHX Text Col

AutoCAD SHX Text

AutoCAD SHX Text Reactions

AutoCAD SHX Text Wind(k )

AutoCAD SHX Text Seismic(k )

AutoCAD SHX Text Bolt(in)

AutoCAD SHX Text Base_Plate(in)

AutoCAD SHX Text Loc

AutoCAD SHX Text Line

AutoCAD SHX Text Horz

AutoCAD SHX Text Vert

AutoCAD SHX Text Horz

AutoCAD SHX Text Vert

AutoCAD SHX Text Qty

AutoCAD SHX Text Dia

AutoCAD SHX Text Width

AutoCAD SHX Text Length

AutoCAD SHX Text Thick

AutoCAD SHX Text

F_SW

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text 6.4

AutoCAD SHX Text 11.6

AutoCAD SHX Text 2.0

AutoCAD SHX Text 3.8

AutoCAD SHX Text

AutoCAD SHX Text 0.750

AutoCAD SHX Text 8.000

AutoCAD SHX Text 18.000

AutoCAD SHX Text 0.375

AutoCAD SHX Text

F_SW

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text 6.4

AutoCAD SHX Text 11.6

AutoCAD SHX Text 2.0

AutoCAD SHX Text 3.8

AutoCAD SHX Text

AutoCAD SHX Text 0.750

AutoCAD SHX Text 8.000

AutoCAD SHX Text 18.000

AutoCAD SHX Text 0.375

AutoCAD SHX Text

B_SW

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text 6.4

AutoCAD SHX Text 11.6

AutoCAD SHX Text 2.0

AutoCAD SHX Text 3.8

AutoCAD SHX Text

AutoCAD SHX Text 0.750

AutoCAD SHX Text 8.000

AutoCAD SHX Text 18.000

AutoCAD SHX Text 0.375

AutoCAD SHX Text

B_SW

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text 6.4

AutoCAD SHX Text 11.6

AutoCAD SHX Text 2.0

AutoCAD SHX Text 3.8

AutoCAD SHX Text

AutoCAD SHX Text 0.750

AutoCAD SHX Text 8.000

AutoCAD SHX Text 18.000

AutoCAD SHX Text 0.375

AutoCAD SHX Text H

AutoCAD SHX Text V

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

1. All anchor bolts (by others) to have nuts and flat washers.

AutoCAD SHX Text

2. All anchor bolts are designed to full S.A.E. diameters with cut threads.

AutoCAD SHX Text No substitutions are allowed.

AutoCAD SHX Text

3. Western Metal Supply, Co. is not responsible for the design, materials and workmanship of the foundation.

AutoCAD SHX Text Anchor bolt plans prepared by Western Metal Supply, Co. are intended to show only location, diameter, and

AutoCAD SHX Text projection of anchor bolts required to attach the Metal Building System to the foundation.

AutoCAD SHX Text Western Metal Supply, Co. is responsible for providing to the Builder the loads imposed by the Metal Building

AutoCAD SHX Text System on the foundation. It is the responsibility of the End Customer to ensure that adequate

AutoCAD SHX Text provisions are made for specifying bolt embedment, bearing angles, tie rods, and/or other

AutoCAD SHX Text associated items embedded in the concrete foundation, as well as foundation design for the loads

AutoCAD SHX Text imposed by the Metal Building System, other imposed loads, and the bearing capacity of the soil

AutoCAD SHX Text and other conditions of the building site. This is typically the responsibility of the Design

AutoCAD SHX Text Professional or Engineer of Record, which is another reason that their involvement in the

AutoCAD SHX Text Construction Project from the outset is highly recommended.

AutoCAD SHX Text (2012 MBMA Metal Building Systems Manual, Section 3.2.2)

AutoCAD SHX Text

REV

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DWN:

AutoCAD SHX Text

CHK:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

ENG:

AutoCAD SHX Text

DESC:

AutoCAD SHX Text

REFERENCE:

AutoCAD SHX Text

JOBSITE:

AutoCAD SHX Text

CUSTOMER:

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

CHK

AutoCAD SHX Text

ISSUE

AutoCAD SHX Text

JOB NO:

AutoCAD SHX Text

DWG NO:

AutoCAD SHX Text

LOCATION:

AutoCAD SHX Text

BLDG. SIZE:

AutoCAD SHX Text

COUNTY:

AutoCAD SHX Text 40'-0" x 120'-0" x 18'-0"

AutoCAD SHX Text 8/23/21

AutoCAD SHX Text 8261-26600

AutoCAD SHX Text

ANCHOR BOLT REACTIONS

AutoCAD SHX Text

MBS

AutoCAD SHX Text

FOR CONSTRUCTION PERMIT

AutoCAD SHX Text 08.26.21

AutoCAD SHX Text

MBS

AutoCAD SHX Text

AutoCAD SHX Text F2

AutoCAD SHX Text

CITY OF HOUSTON REGISTRATION NO. 165 / STATE OF TEXAS FIRM NO. 12081

AutoCAD SHX Text

LAKE ROOSEVELT NATL REC AREA

AutoCAD SHX Text

LAKE ROOSEVELT NATL REC AREA

AutoCAD SHX Text

COULEE DAM, WA 99116

AutoCAD SHX Text

COULEE DAM, WA 99116

AutoCAD SHX Text

OKANOGAN

AutoCAD SHX Text

AutoCAD SHX Text Components & Cladding

AutoCAD SHX Text Width

AutoCAD SHX Text Length

AutoCAD SHX Text Pressure(psf )

AutoCAD SHX Text Suction(psf )

AutoCAD SHX Text Zone

AutoCAD SHX Text (ft)

AutoCAD SHX Text Member

AutoCAD SHX Text Panel

AutoCAD SHX Text Member

AutoCAD SHX Text Panel

AutoCAD SHX Text

AutoCAD SHX Text 25.60

AutoCAD SHX Text 32.00

AutoCAD SHX Text -46.11

AutoCAD SHX Text -47.03

AutoCAD SHX Text

AutoCAD SHX Text 2.00

AutoCAD SHX Text 25.60

AutoCAD SHX Text 32.00

AutoCAD SHX Text -46.11

AutoCAD SHX Text -61.48

AutoCAD SHX Text

AutoCAD SHX Text 2.00

AutoCAD SHX Text 25.60

AutoCAD SHX Text 32.00

AutoCAD SHX Text -46.11

AutoCAD SHX Text -61.48

AutoCAD SHX Text

AutoCAD SHX Text 4.00

AutoCAD SHX Text 25.60

AutoCAD SHX Text 32.00

AutoCAD SHX Text -46.11

AutoCAD SHX Text -61.48

AutoCAD SHX Text

AutoCAD SHX Text 21.08

AutoCAD SHX Text 2.00

AutoCAD SHX Text 16.00

AutoCAD SHX Text -52.87

AutoCAD SHX Text

AutoCAD SHX Text 2.00

AutoCAD SHX Text 116.00

AutoCAD SHX Text 16.00

AutoCAD SHX Text -52.75

AutoCAD SHX Text

AutoCAD SHX Text 2.00

AutoCAD SHX Text 4.00

AutoCAD SHX Text 16.00

AutoCAD SHX Text -60.13

AutoCAD SHX Text -88.62

AutoCAD SHX Text

AutoCAD SHX Text 18.49

AutoCAD SHX Text 23.98

AutoCAD SHX Text -20.89

AutoCAD SHX Text -26.38

AutoCAD SHX Text

AutoCAD SHX Text 4.00

AutoCAD SHX Text 18.49

AutoCAD SHX Text 23.98

AutoCAD SHX Text -22.56

AutoCAD SHX Text -33.50

AutoCAD SHX Text

AutoCAD SHX Text 18.50

AutoCAD SHX Text 24.00

AutoCAD SHX Text -20.90

AutoCAD SHX Text -26.40

AutoCAD SHX Text Panel Zone: Wind 1 https://salesforceintegration.na2.echosign.com/verifier?tx=CBJCHBCAABAAm4CvCYrpwU6ZGNpReEMoowA3FP_9cASF https://salesforceintegration.na2.echosign.com/verifier?tx=CBJCHBCAABAAm4CvCYrpwU6ZGNpReEMoowA3FP_9cASF

DETAIL @ RIDGE CAPDETAIL @ PANEL END

Buildings, Inc., and is not the Engineer of Record for the overall project. The Engineer's responsibility is limited to material designed and manufactured by Whirlwind Steel Buildings, Inc., and excludes parts such as doors, windows, foundation design, and erection of the building.

DRAWING STATUS

FOR APPROVAL:

These drawings, being for approval, are by definition not final and are for conceptual representation only. Their purpose is to confirm the

FOR CONSTRUCTION PERMIT:

These drawings, being for permit, are by definition not final.

Only drawings issued "For Erector Installation" can be considered complete.

FOR ERECTOR INSTALLATION:

Final drawings for construction.

proper interpretation of the project documents. Only drawings issued "For Erector Installation" can be considered complete.

DESIGN/ BUILD SYSTEMS WORLDWIDE SBA Certified Firm Sep 1, 2021

AutoCAD SHX Text

EB-3

AutoCAD SHX Text

EB-3

AutoCAD SHX Text 4"

AutoCAD SHX Text

AutoCAD SHX Text 4"

AutoCAD SHX Text

SP-1

AutoCAD SHX Text

SP-2

AutoCAD SHX Text

SP-1

AutoCAD SHX Text

BP-1

AutoCAD SHX Text

BP-1

AutoCAD SHX Text Strut

AutoCAD SHX Text

FB34.4A(1)

AutoCAD SHX Text

FB32A(1)

AutoCAD SHX Text

FB30.6A(1)

AutoCAD SHX Text Strut

AutoCAD SHX Text

FB30.6A(1)

AutoCAD SHX Text

FB32A(1)

AutoCAD SHX Text

FB34.4A(1)

AutoCAD SHX Text

RF1-1

AutoCAD SHX Text

RF1-2

AutoCAD SHX Text

RF1-2

AutoCAD SHX Text

RF1-1

AutoCAD SHX Text 2'-1 5/16"

AutoCAD SHX Text 16'-4 3/16"

AutoCAD SHX Text Clearance

AutoCAD SHX Text 16'-4 3/16"

AutoCAD SHX Text Clearance

AutoCAD SHX Text 22'-10 1/16"

AutoCAD SHX Text Clearance

AutoCAD SHX Text 2'-6 11/16"

AutoCAD SHX Text 34'-10 5/8"

AutoCAD SHX Text Clearance

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

40'-0" OUT-TO-OUT OF STEEL

AutoCAD SHX Text

RIGID FRAME ELEVATION: FRAME LINE 2 3 4 5 6

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 16'-8 1/4"

AutoCAD SHX Text Clearance

AutoCAD SHX Text 16'-8 1/4"

AutoCAD SHX Text Clearance

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 3'-2 5/16"

AutoCAD SHX Text 5 @ 3'-4"

AutoCAD SHX Text 1'-2 11/16"

AutoCAD SHX Text 5 @ 3'-4"

AutoCAD SHX Text 3'-2 5/16"

AutoCAD SHX Text 8 1/4"

AutoCAD SHX Text

ANTI

AutoCAD SHX Text

ANTI

AutoCAD SHX Text 26 Ga. SSX, ROOF COLOR

AutoCAD SHX Text 22'-6 3/4"

AutoCAD SHX Text 3 1/4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 22'-6 3/4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 3 1/4"

AutoCAD SHX Text

SSRC

AutoCAD SHX Text

MEMBER TABLE

AutoCAD SHX Text Mark

AutoCAD SHX Text Web Depth

AutoCAD SHX Text Start/End

AutoCAD SHX Text Web Plate

AutoCAD SHX Text Thick

AutoCAD SHX Text Outside Flange

AutoCAD SHX Text W x Thk

AutoCAD SHX Text Inside Flange

AutoCAD SHX Text W x Thk

AutoCAD SHX Text

RF1-1

AutoCAD SHX Text 10.0/30.0

AutoCAD SHX Text 0.164

AutoCAD SHX Text 6 x 3/16"

AutoCAD SHX Text 6 x 1/2"

AutoCAD SHX Text 6 x 1/4"

AutoCAD SHX Text 6 x 3/16"

AutoCAD SHX Text

RF1-2

AutoCAD SHX Text 20.0/12.0

AutoCAD SHX Text 0.164

AutoCAD SHX Text

EB-3

AutoCAD SHX Text 8X35C14

AutoCAD SHX Text

SPLICE BOLT TABLE

AutoCAD SHX Text Qty

AutoCAD SHX Text Mark

AutoCAD SHX Text Top

AutoCAD SHX Text Bot

AutoCAD SHX Text Int

AutoCAD SHX Text Type

AutoCAD SHX Text Dia

AutoCAD SHX Text Length

AutoCAD SHX Text

SP-1

AutoCAD SHX Text

AutoCAD SHX Text A325

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 2"

AutoCAD SHX Text

SP-2

AutoCAD SHX Text

AutoCAD SHX Text A325

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 1 3/4"

AutoCAD SHX Text

BASE PLATE TABLE

AutoCAD SHX Text Col

AutoCAD SHX Text Plate Size

AutoCAD SHX Text Mark

AutoCAD SHX Text Width

AutoCAD SHX Text Thick

AutoCAD SHX Text Length

AutoCAD SHX Text

BP-1

AutoCAD SHX Text 8"

AutoCAD SHX Text 3/8"

AutoCAD SHX Text 11"

AutoCAD SHX Text

CONNECTION PLATES

AutoCAD SHX Text

AutoCAD SHX Text Mark/Part

AutoCAD SHX Text

AutoCAD SHX Text f2

AutoCAD SHX Text FLANGE BRACES: FBxx (1 or 2)

AutoCAD SHX Text xx=length(in)

AutoCAD SHX Text

(1) One Side; (2) Two Sides

AutoCAD SHX Text

A - FB2214

AutoCAD SHX Text

TURN-OF-NUT TIGHTENING

AutoCAD SHX Text Connections for rigid frames must be properly pre-tensioned. The Specification for Structural Joints Using

AutoCAD SHX Text ASTM A325 or A490 Bolts dated November 13, 1985 (future reference to this section is to be called the

AutoCAD SHX Text Code) recognizes four methods to properly tighten the bolts; 1) "Turn-of-Nut", 2) calibrated wrench, 3)

AutoCAD SHX Text alternate design bolts and 4) direct tension indicator. All of these methods require special bolts and/or

AutoCAD SHX Text equipment to install, except the Turn-of-Nut Method. This is why Western Metal Supply Co. specifies this method for bolt

AutoCAD SHX Text installation.

AutoCAD SHX Text According to paragraph 7(c) of the Code, washers are not required to be installed.

AutoCAD SHX Text Excerpts from the Code for installation come from paragraph 8(d): "Bolts shall be installed in all holes of

AutoCAD SHX Text the connection and brought to a snug-tight condition. Snug-tight is defined as the tightness that exist

AutoCAD SHX Text when the plies of the joint are in firm contact. This may be attained by a few impacts of an impact

AutoCAD SHX Text wrench or the full effort of a man using an ordinary spud wrench. Snug tightening shall progress

AutoCAD SHX Text systematically from the most rigid part of the connection to the free edges, and then the bolts of the

AutoCAD SHX Text connection shall be retightened in a similar systematic manner as necessary until all bolts are

AutoCAD SHX Text simultaneously snug tight and the connection is fully compacted. Following this initial operation, all bolts in

AutoCAD SHX Text the connection shall be tightened further by the applicable amount of rotation specified in table 5..."

AutoCAD SHX Text Table 5. Nut Rotation From Snug-Tight Condition.

AutoCAD SHX Text Bolt Length (from under side of head to end of bolt)

AutoCAD SHX Text Up to and including 4 diameters ...................................... 1/3 turn

AutoCAD SHX Text Over 4 diameters, but not exceeding 8 diameters ....... 1/2 turn

AutoCAD SHX Text Over 8 diameters, but not exceeding 12 diameters ..... 2/3 turn

AutoCAD SHX Text w/ Gutter @

AutoCAD SHX Text sheeted wall

AutoCAD SHX Text

REV

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DWN:

AutoCAD SHX Text

CHK:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

ENG:

AutoCAD SHX Text

DESC:

AutoCAD SHX Text

REFERENCE:

AutoCAD SHX Text

JOBSITE:

AutoCAD SHX Text

CUSTOMER:

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

CHK

AutoCAD SHX Text

ISSUE

AutoCAD SHX Text

JOB NO:

AutoCAD SHX Text

DWG NO:

AutoCAD SHX Text

LOCATION:

AutoCAD SHX Text

BLDG. SIZE:

AutoCAD SHX Text

COUNTY:

AutoCAD SHX Text 40'-0" x 120'-0" x 18'-0"

AutoCAD SHX Text 8/23/21

AutoCAD SHX Text 8261-26600

AutoCAD SHX Text

RIGID FRAME ELEVATION

AutoCAD SHX Text

MBS

AutoCAD SHX Text

FOR CONSTRUCTION PERMIT

AutoCAD SHX Text 08.26.21

AutoCAD SHX Text

MBS

AutoCAD SHX Text

AutoCAD SHX Text P1

AutoCAD SHX Text

CITY OF HOUSTON REGISTRATION NO. 165 / STATE OF TEXAS FIRM NO. 12081

AutoCAD SHX Text

LAKE ROOSEVELT NATL REC AREA

AutoCAD SHX Text

LAKE ROOSEVELT NATL REC AREA

AutoCAD SHX Text

COULEE DAM, WA 99116

AutoCAD SHX Text

COULEE DAM, WA 99116

AutoCAD SHX Text

OKANOGAN

AutoCAD SHX Text Anti-Roll Clip (Typ) https://salesforceintegration.na2.echosign.com/verifier?tx=CBJCHBCAABAAm4CvCYrpwU6ZGNpReEMoowA3FP_9cASF https://salesforceintegration.na2.echosign.com/verifier?tx=CBJCHBCAABAAm4CvCYrpwU6ZGNpReEMoowA3FP_9cASF

DETAIL @ RIDGE CAPDETAIL @ PANEL END

DRAWING STATUS

FOR APPROVAL:

These drawings, being for approval, are by definition not final and are for conceptual representation only. Their purpose is to confirm the

FOR CONSTRUCTION PERMIT:

These drawings, being for permit, are by definition not final.

Only drawings issued "For Erector Installation" can be considered complete.

FOR ERECTOR INSTALLATION:

Final drawings for construction.

proper interpretation of the project documents. Only drawings issued "For Erector Installation" can be considered complete.

DESIGN/ BUILD SYSTEMS WORLDWIDE SBA Certified Firm Sep 1, 2021

AutoCAD SHX Text

EB-2, EB-4

AutoCAD SHX Text

EB-2, EB-4

AutoCAD SHX Text 4"

AutoCAD SHX Text

AutoCAD SHX Text 4"

AutoCAD SHX Text

SP-1

AutoCAD SHX Text

SP-2

AutoCAD SHX Text

SP-1

AutoCAD SHX Text

BP-1

AutoCAD SHX Text

BP-1

AutoCAD SHX Text Strut

AutoCAD SHX Text

FB31.5A(1)

AutoCAD SHX Text

FB31.5A(1)

AutoCAD SHX Text

FB31.5A(1)

AutoCAD SHX Text Strut

AutoCAD SHX Text

FB31.5A(1)

AutoCAD SHX Text

FB31.5A(1)

AutoCAD SHX Text

FB31.5A(1)

AutoCAD SHX Text

RF2-1

AutoCAD SHX Text

RF2-2

AutoCAD SHX Text

RF2-3

AutoCAD SHX Text

RF2-1

AutoCAD SHX Text 2'-1 5/16"

AutoCAD SHX Text 16'-5"

AutoCAD SHX Text Clearance

AutoCAD SHX Text 16'-5"

AutoCAD SHX Text Clearance

AutoCAD SHX Text 22'-7 15/16"

AutoCAD SHX Text Clearance

AutoCAD SHX Text 1'-1 11/16"

AutoCAD SHX Text 37'-8 5/8"

AutoCAD SHX Text Clearance

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

40'-0" OUT-TO-OUT OF STEEL

AutoCAD SHX Text

RIGID FRAME ELEVATION: FRAME LINE 1 7

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 16'-8 1/4"

AutoCAD SHX Text Clearance

AutoCAD SHX Text 16'-8 1/4"

AutoCAD SHX Text Clearance

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 3'-2 5/16"

AutoCAD SHX Text 5 @ 3'-4"

AutoCAD SHX Text 1'-2 11/16"

AutoCAD SHX Text 5 @ 3'-4"

AutoCAD SHX Text 3'-2 5/16"

AutoCAD SHX Text 8 1/4"

AutoCAD SHX Text

ANTI

AutoCAD SHX Text

ANTI

AutoCAD SHX Text 26 Ga. SX, ROOF COLOR

AutoCAD SHX Text 22'-6 3/4"

AutoCAD SHX Text 3 1/4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 22'-6 3/4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 3 1/4"

AutoCAD SHX Text

SSRC

AutoCAD SHX Text

MEMBER TABLE

Au…

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File details come from the government source that posted it. Updated Aug 4, 2022.