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HomeMy WebLinkAbout1254.97.2I GENERAL NOTES 1. Design and /or fabrication shall be in accordance with Whirlwind's standard practices and interpretation of the following codes: Ninth Edition AISC Steel Construction Manual ASO, 1986 AISI Cold— Formed Steel Design Manual, 1996 AWS D 1.1 Structural Welding Code —Steel and any other code listed within the Design Information. 2. Materials ASTM Desi, nq otion Minimum Yield Hot Rolled Milt Shapes A36 11 20.97 FY =36 NSI Steel Plate /Flot Bar A572 or A529 FY =50 KSi Structural Steel Sheets A570 or' A607 FY =50 KSI Cold— Formed Light Gauge Shapes A570 or A607 FY =55 KSI Coble Bracing A475 11.20.97 Extra High Strength Rod Bracing A36 - FY =36 "SI Roof and Wall Sheeting A792 11.20.97 FY =50, 80 KSI Machine Bolts A307 High Strength Bolts A325 Anchor Bolts (by others) A36 FY =36 KSI 3. Finish A. All cold — formed structural framing members shall be shot blasted, given one coat (0.5 mils) of premium polyester —based red primer, then oven baked prior to any fabrication. The primer contains a 'wax' type lubricant to facilitate roll forming and deter marring during these operations. Hair line crozing which may occur during forming operations is considered normal. B. All other structural framing members shall be cleaned in accordance with the AISC Code of Standard Practice and given one shop coat (1.0 mils) of Whirlwind's standard red oxide primer designed for short term field protection during the erection process. Whirlwind's standard red oxide primer meets the performance specifications of Federal Specification TT —P -6360 and TT —P -664. 4. All Bolts are 1,?" x 0' -1 ;" A307 Except: A). Endwall rafter splice — -58" x 0' -1 2" A325 —N B). Endwall column to rafter connection — 58" x 0'-1'2" A325 C). Main frame connections — SEE CROSS SECTION 5. A325 Bolt Tightening tening Requirements All high strength bolts are A325 unless specifically noted otherwise. All structural A325 bolts with heavy hex nuts for the Rigid Frame are to be installed using the turn —of —nut method specified in the "Specification for Structural Joints Using ASTM A325 or A490 Bolts" in the AISC Manual. All bolted connections unless noted are designed as bearing type connections with bolt threads not excluded from the shear plane. 6. Closure Strips Furnished For Roof Application INSIDE — under roof panels at eave OUTSIDE — between endwoll panels and roke trim and at the high side eove trim 7. Erection Note: All bracing shown and provided by Whirlwind for this building is required and shall be installed by the erector as a permanent part of the structure. ( "Code of Standard Practice for Steel Buildings and Bridges" in the AISC Manual; Section 7.9) 8. Shodoge s Any claims or shortages by buyer must be mode to Whirlwind within seven (7) working days after delivery, or such claims will be considered to have been waived by the customer and disallowed. 9. Misfits Claims for correction of alleged misfits will be disallowed unless Whirlwind 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 Whirlwind. �j WHIRL WIND 11111 IlIq CUSTOMER: JOB NUMBER: OWNER: JOBSITE: 9 ED A n UU. i DRAWING PACKAGE FOR B.J. WIRTH 971064 WEAVER CORP. CARMEL, HAMILTON, IN DRAWING SCHEDULE DRAWING NUMBER ISSUE DATE DESCRIPTION C -ONE 0 11 20.97 COVER E -ONE 0 11.20.97 ROOF FRAMING PLAN E -2 0 11.20.97 ELEVATION FRAMING F -1 0 1 1.20.97 ANCHOR BOLTS P -ONE 0 11.20.97 FRAME X- SECTION S&T -ONE - - SHEETING /TRIM D -ONE 0 11.20.97 LAP- DETAIL RESPONSIBILITIES 1. The Contractor 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 Contractor provides of his expense oil plans and specifications required to obtain a building permit. It is the Contractor's responsibility to ensure that all plans and specifications comply with the applicable requirements of any governing building authorities. 2. The End Customer is responsible for identifying all applicable building codes, zoning codes, or other regulations applicable to the Construction Project, including the metal building system. It is the responsibility of the Contractor to interpret all aspects of the End Customer's specifications and incorporate the appropriate specifications, deign criteria, and design foods into the Order Documents submitted to Whirlwind. It is the responsibility of Whirlwind, through Whirr. ind's Engineer, to design the metal building system to meet the specifications including the design criter'c and design foods incorporated by the Contractor into the Order Documents. Whirlwind is not responsible for making an independent determination of any local codes or any other requirements not part of the Order Documents. Whirlwind is responsible only for the structural design of the metal building system it provides. Whirlwind or Whirlwind's Engineer is not the Design Professional or Engineer of Record for the Construction Project. Whirlwind is not responsible for the design of any components or materials not provided by it or their interface and connection with the metal building system unless such design responsibility is specifically required by the Order Documents. 3. Whirlwind Steel Buildings' standard specifications apply unless stipulated otherwise in the Contract Documents. Whirlwind design, fabrication, quality criteria, standards, practice, methods and tolerances shall govern the work any other interpretations to the contrary not wi(tistanding. It is understood by both parties that the Contractor is responsible for clarifications of inclusions or exclusions from the Architectural plans and /or specifications. 4. In case of discrepancies between Whirlwind's structural steel plans and plans for other trades, Whirlwind's shall govern ("Code of Standard Practice for Steel Buildings and Bridges in the AISC Manual; Section 3.3) 5. Approval of Whirlwind drawings and /or calculations indicate that Whirlwind has correctly interpreted the contract requirements. This approval constitutes the Contractor acceptance of the Whirlwind design, concepts, assumptions and loadings ("Code of Standard Practice for Steel Buildings and Bridges" in the AISC Manual; Section 4.2) 6. Once the Contractor has signed Whirlwind's Approval Package and the project is released for fabrication, changes shall be billed to the Contractor including material, engineering and other cost. An additional fee may be charged if the project must be moved from fabrication and the shipping schedule. 7. The Contractor is responsible for overall project coordination. All interface, compatibility and design Considerations concerning any materials not furnished by Whirlwind and Whirlwind's steel system are to • be considered and coordinated by the Con(ractor. Specific design criteria concerning this interface between materials must be furnished before release for fabrication or Whirlwind's assumptions will govern. 8. The Contractor is responsible for the setting of anchor bolts and erection of steel in accordance with Whirlwind's For Construction" drawings only. 9. Temporary supports, such as guys, braces, folsework, cribbing or other elements required for the erection operation shall be determined and furnished by the erector ( "Code of Standard Practice for Steel Buildings and Bridges" in the AISC Manual; Section 7.9). 10. Normal erection operations include the correction of minor misfits by moderate amounts of reaming, chipping, welding or cutting and the drowing of elements into line through use of drift pins. Errors which require major changes in (fie member configuration are to be reported immediately to Whirlwind by the Contractor to enable whoever is responsible either to correct the error or to approve the most of /icient and economic method of correction to be used by others (Code of Standard Practice for Steel Buildings and Bridges" in the RISC Manual; Section 7.12). 11. Neither the fabricator nor the Contractor 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 Contractor is i esponsible for furnishing complete information as to materials, size, location and number of alterations prior to preparation of shop drawings ('Code of Standard Practice for Steel Building and Bridges" in the RISC Manual; Section 7.13). 12. Whirlwind does not investigate the influence of the metal building system on existing buildings or structures. The End Customer assures (hot such buildings and structures are adequate to resist snow drifts, wind toads, or other conditions as a result of the presence of the metal building system.