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2021.0276.BP0020 7539-25107_For Approval_GABLE STEEL - 03.08.21 - signedSome 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 GENERAL NOTES APPROVAL NOTES RESPONSIBILITIES 1. Approval of Gable Steel drawings and/or calculations indicate that Gable Steel has correctly interpreted the contract requirements. This approval constitutes the customer acceptance of the Gable Steel 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 Gable Steel will not be responsible. 3. Any changes made after the Gable Steel customer has signed and returned the Gable Steel drawings and/or calculations and the project is released for fabrication shall be billed to the Gable Steel 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 Gable Steel customer. 7. Gable Steel 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 Gable Steel and its customer are not binding on Gable Steel 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 Gable Steel's standard red-oxide primer designed for short term field protection. 5. All bolted connections for cold-formed secondary members use ASTM A307 1 2" 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 Gable Steel 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 Gable Steel. 4. It is the responsibility of Gable Steel 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. Gable Steel is not responsible for making an independent determination of any local codes or any other requirements not part of the Order Documents. 5. Gable Steel Buildings' standard specifications apply unless stipulated otherwise in the Contract Documents. Gable Steel 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 Gable Steel's structural steel plans and plans for other trades, Gable Steel'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 Gable Steel and Gable Steel'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 Gable Steel'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. Gable Steel 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 Gable Steel 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 Gable Steel 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 Gable Steel Buildings Customer Service Department. 8. Claims for correction of alleged misfits will be disallowed unless Gable Steel 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 Gable Steel. 9. Neither Gable Steel 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. Gable Steel Buildings Field Modifications Policy: 10.1 Gable Steel will only be responsible for the field-modified parts designed and approved by the Gable Steel Engineering Department. 10.2 Any field modifications designed by third parties may not be approved by Gable Steel and may limit Gable Steel warranty and liability. 10.3 Gable Steel 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 Gable Steel 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 - Endwall Elevation F1 - Anchor Bolt Plan & Details F2 - Anchor Bolt Reactions Date 03.05.21 Issue P P P P Drawing Index P1 - Rigid Frame Elevation D1 - Standard Detail Page P D2 - Standard Detail Page P P Gauge: Gauge: Gauge:Shadow Rake: Corner: Accessory:SMP Polar White SMP Polar White SMP Polar White TRIM COLOR 26 26 26 DRAWING STATUS FOR CONSTRUCTION PERMIT: These drawings are by definition not final in that, as a minimum, piece markings are not identified. Only drawings issued "For Erection" can be considered final. FOR CONSTRUCTION: These drawings are used for anchor bolt setting. Piece markings are not identified. FOR ERECTION: For final / erector installation. UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH GABLE STEEL WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY LET'S GET BUILDING LET'S GET BUILDING “The Engineer whose seal and signature appear on these documents represents Whirlwind Steel Buildings, Inc. and is not the Engineer of Record for the overall project. The Engineer’s responsibility is limited to material furnished by the metal building fabricator and excludes foundation design, erection of the building, any accessories not furnished by the metal building fabricator.” BUILDING DESIGN CODES GENERAL LOADS Roof Dead Load: Roof Collateral Load: Roof Live Load: Tributary Live Load Reduction: Metal Bldg. Only 1.00 20.00 Yes psf psf IBC 18 WIND LOAD Wind Speed (3-sec gust) Vult:110 Vasd:85 Wind Exposure Factor:C Wind Condition:Enclosed Internal Pressure Coefficient (GCpi): mph Rainfall Intensity (25 YR Duration):6.00 in/hr SEISMIC LOAD Seismic Importance Factor (Ie): 1.0000 Structural Response Acceleration (Ss):1.2900 Structural Response Acceleration (S1):0.4650 Site Class: Design Spectral Response (Sds):1.0320 Design Spectral Response (Sd1):0.5689 Seismic Design Category:D Profile:Super Span X Gauge:26 Galvalume Plus ROOF PANEL UL580 Class 90:Yes Clip Type if Standing Seam:N/A Profile:Super Span X Gauge:26 Color:SMP Royal Blue WALL PANEL Risk Category:II - Normal Edge Zone Width:8.00 Ft +/-0.18 DEFLECTION CRITERIA Main Frames Horizontal: 60 Main Frames Vertical:180 Bearing Frame Rafter:180 Endwall Columns:90 H/Roof Panels:120 Purlins:180 Wall Panels:60 Girts:90 L/ L/ L/ L/ L/ L/ L/ Hot Rolled Version:AISC 360-16 Cold-Formed Version:AISI S100-16 Red Oxide Primer PRIMARY FRAMING SECONDARY FRAMING Red Oxide PrimerPurlins, Eave Struts: Red Oxide PrimerGirts, Light Gage Columns: Red Oxide Primer 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 Vserv:67 mph D For components, claddings, and MWFRS, deflections involving wind are based on 10 year serviceability wind pressures. Light Gage Jambs & Headers: SNOW LOAD Ground Snow Load (Pg):20.00 psf Pre - GalvanizedBase Angle Finish: Gauge:Base trim:SMP Royal Blue 26 03.05.21 03.05.21 03.05.21 03.05.21 03.05.21 03.05.21 E3 - Endwall ElevationP03.05.21 P P 03.05.21 03.05.21 E4 - Sidewall Elevation Drawings listed under Drawings Index are submitted for approval. These drawings represent Gable Steel’s interpretation of our scope of work. You are reviewing these drawings to confirm that Gable Steel has correctly interpreted the project requirements. All dimensions, sections, details and notes require your review. All “clouded areas” must be reviewed and addressed/answer before your project is placed within the schedule. Please complete all field verifications prior to returning your approval drawings. Gable Steel is not responsible for checking the material and/or design compatibility of components not supplied by Gable Steel. GDEOH SWHHO GUDZLQJV PD\ QRW PDWFK DUFKLWHFWXUDOVWUXFWXUDO GUDZLQJV DQG VSHFLILFDWLRQV Please sign and return marked either: “Approved as Submitted” (no changes or corrections and project is released for fabrication) “Approved as Noted” (with corrections and/or changes clearly noted and project is released for fabrication) “Revise and Resubmit” (with corrections and/or changes clearly noted and revised drawings will be resubmitted for approval) Approved As Noted Approved As Submitted Revise & Resubmit Approval Signature Date Printed Name: Desired Delivery Date: P P2 - Rigid Frame Elevation03.05.21 P 03.05.21 E5 - Sidewall Elevation P 03.05.21 E6 - Partition 1 Elevation P 03.05.21 E7 - Partition 2 Elevation Roof Snow Load:20.00 psf Importance Factor:1.00 psf Exposure Factor:1.00 psf Thermal Factor:1.10 psf Slope Factor:1.00 psf Framing Direction: 2-10 1,11 A&K Structural Syst: C4 B3 B3 Response Modification Factor: 3.25 3.25 3.25 Seismic Response Coeff. Cs : 0.3177 0.3177 0.3177 Design Base Shear V : 31.95 5.02 36.99 Analysis Procedure : Equivalent Lateral Force Basic Structural System (from ASCE 7-16 Table 12.2-1) C4 - Ordinary steel moment Frame B3 - Steel Ordinary Concentrically Braced Frames Gauge:Shadow Gutter:SMP Polar White 26 Gauge:Downspouts:SMP Royal Blue 26 (Lights) Profile:Super Span X Gauge:26 Color:SMP Polar White PARTITION WALL PANEL Mar 9, 2021 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH GABLE STEEL WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY LET'S GET BUILDING “The Engineer whose seal and signature appear on these documents represents Whirlwind Steel Buildings, Inc. and is not the Engineer of Record for the overall project. The Engineer’s responsibility is limited to material furnished by the metal building fabricator and excludes foundation design, erection of the building, any accessories not furnished by the metal building fabricator.” (4) TOTAL WALKDOORS 3070 REQ'D FIELD LOCATE. OLYMPIA BUILDING SYSTEMS WILL NOT BE RESPONSIBLE FOR LOCATION OF ANCHOR WITH CONSTRUCTION PERMIT DRAWINGS BOLTS ON THE CONSTRUCTION PERMIT DRAWINGS. DO NOT SET ANCHOR BOLTS LINE OPENING WIDTHSTEEL ANCHORBOLT LLLMar 9, 2021 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH GABLE STEEL WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY LET'S GET BUILDING “The Engineer whose seal and signature appear on these documents represents Whirlwind Steel Buildings, Inc. and is not the Engineer of Record for the overall project. The Engineer’s responsibility is limited to material furnished by the metal building fabricator and excludes foundation design, erection of the building, any accessories not furnished by the metal building fabricator.” Mar 9, 2021 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH GABLE STEEL WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY LET'S GET BUILDING “The Engineer whose seal and signature appear on these documents represents Whirlwind Steel Buildings, Inc. and is not the Engineer of Record for the overall project. The Engineer’s responsibility is limited to material furnished by the metal building fabricator and excludes foundation design, erection of the building, any accessories not furnished by the metal building fabricator.” Mar 9, 2021 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH GABLE STEEL WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY LET'S GET BUILDING “The Engineer whose seal and signature appear on these documents represents Whirlwind Steel Buildings, Inc. and is not the Engineer of Record for the overall project. The Engineer’s responsibility is limited to material furnished by the metal building fabricator and excludes foundation design, erection of the building, any accessories not furnished by the metal building fabricator.” Mar 9, 2021 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH GABLE STEEL WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY LET'S GET BUILDING “The Engineer whose seal and signature appear on these documents represents Whirlwind Steel Buildings, Inc. and is not the Engineer of Record for the overall project. The Engineer’s responsibility is limited to material furnished by the metal building fabricator and excludes foundation design, erection of the building, any accessories not furnished by the metal building fabricator.” Mar 9, 2021 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH GABLE STEEL WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY LET'S GET BUILDING “The Engineer whose seal and signature appear on these documents represents Whirlwind Steel Buildings, Inc. and is not the Engineer of Record for the overall project. The Engineer’s responsibility is limited to material furnished by the metal building fabricator and excludes foundation design, erection of the building, any accessories not furnished by the metal building fabricator.” Mar 9, 2021 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH GABLE STEEL WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY LET'S GET BUILDING “The Engineer whose seal and signature appear on these documents represents Whirlwind Steel Buildings, Inc. and is not the Engineer of Record for the overall project. The Engineer’s responsibility is limited to material furnished by the metal building fabricator and excludes foundation design, erection of the building, any accessories not furnished by the metal building fabricator.” Mar 9, 2021 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH GABLE STEEL WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY LET'S GET BUILDING “The Engineer whose seal and signature appear on these documents represents Whirlwind Steel Buildings, Inc. and is not the Engineer of Record for the overall project. The Engineer’s responsibility is limited to material furnished by the metal building fabricator and excludes foundation design, erection of the building, any accessories not furnished by the metal building fabricator.” Mar 9, 2021 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH GABLE STEEL WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY LET'S GET BUILDING “The Engineer whose seal and signature appear on these documents represents Whirlwind Steel Buildings, Inc. and is not the Engineer of Record for the overall project. The Engineer’s responsibility is limited to material furnished by the metal building fabricator and excludes foundation design, erection of the building, any accessories not furnished by the metal building fabricator.” Mar 9, 2021 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH GABLE STEEL WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY LET'S GET BUILDING “The Engineer whose seal and signature appear on these documents represents Whirlwind Steel Buildings, Inc. and is not the Engineer of Record for the overall project. The Engineer’s responsibility is limited to material furnished by the metal building fabricator and excludes foundation design, erection of the building, any accessories not furnished by the metal building fabricator.” ⅊ B Mar 9, 2021 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH GABLE STEEL WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY LET'S GET BUILDING “The Engineer whose seal and signature appear on these documents represents Whirlwind Steel Buildings, Inc. and is not the Engineer of Record for the overall project. The Engineer’s responsibility is limited to material furnished by the metal building fabricator and excludes foundation design, erection of the building, any accessories not furnished by the metal building fabricator.” ⅊ B Mar 9, 2021 X ZEE LAP DETAIL @ THE LONG AND SHORT FLANGES SECTION "X" LAP LAYOUT 1/4" INDICATOR HOLE LOCATION CAUTION: Erector Note! Failure to tuck facing of insulation back from panel edge at the base and eave could result in irreparable panel damage and will void the panel warranty. STANDARD DETAIL @ BLANKET INSULATION BUILT-UP SECTION LEGEND W20851 TRAPEZE HANGER ~ 4" MAX. PIPE HANGER ~ 2-1/2" MAX. PIPE ACCEPTABLE CONNECTION METHODS Flange C-Clamp is not an acceptable connection NOTE: Gable Steel only provides the roof purlin. All other material and hardware is by others. COLLATERAL LOADS FOR HANGER ATTACHMENT flange is not acceptable Connection through the not an acceptable connection Caddy clip attached to lip is ACCEPTABLE CONNECTIONS FOR ALL DETAIL @ FIELD LOCATED BRACING SLOT FIELD CUT TO LENGTHSF-__ (6) Total Field Pop Rivet Kickout Pop Rivet >4>4 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH GABLE STEEL WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY LET'S GET BUILDING “The Engineer whose seal and signature appear on these documents represents Whirlwind Steel Buildings, Inc. and is not the Engineer of Record for the overall project. The Engineer’s responsibility is limited to material furnished by the metal building fabricator and excludes foundation design, erection of the building, any accessories not furnished by the metal building fabricator.” Mar 9, 2021 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH GABLE STEEL WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY LET'S GET BUILDING “The Engineer whose seal and signature appear on these documents represents Whirlwind Steel Buildings, Inc. and is not the Engineer of Record for the overall project. The Engineer’s responsibility is limited to material furnished by the metal building fabricator and excludes foundation design, erection of the building, any accessories not furnished by the metal building fabricator.” Mar 9, 2021