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GENERAL MATERIALS ASTM DESIGNATION MINIMUM YIELD MATERIALS ASTM DESIGNATION MINIMUM YIELD Hot -Rolled Fy = 36 ksi Roof and Wall A 792, Gr. 50 Class 1 Fy = 50 ksi All materials included in the Metal Building System are in accordance with the manufacturer's standard materials and details Mill Sections A 36, A 572, A 992 and/or 50 ksi Sheeting A 792, Gr. 80 Fy = 80 ksi counless otherwise specified on the order documents. (MBMA 2002 Metal Building Systems Manual, Part IV, Section 2.1) /eS O DESIGN RESP❑NSIBILITY Structural Steel Plates A 572, A 1011 Fy = 55 ksi Mild Steel Bolts A 307 Fy = 36 ksi z Q OL 0 Z Q_ th Bolts A 325-N Fy = 92 or 81 ksi Strength J O Q The manufacturer is responsible only for the structural design of the Metal Building System it sells to the purchaser Structural Steel Bars A 572 or A 529 Fy = 55 ksi HighA 490-N N/A U5 / customer. Neither the manufacturer nor the manufacturers engineer is the design professional or engineer of record ZD for the construction project. The manufacturer is not responsible for the design of any component or materials not sold Cold Formed Anchor Rods > A 653 Gr. 55 Fy = 55 ksi A 36 Fy = 36 ksi M LU = by it, or their interface and connection with Metal Building System unless such desiggn responsibility is specifically Light Gauge Shapes (If supplied) required by the order documents. (MBMA 2002 Metal Building Systems Manual, Part IV, Section 3.1 J m Cable BracingA Pipe and Hollow U A 475, EHS N / A 500 Gr. B Fy = 42 ksi, 46 ksi LUO Z Z F❑UNDATI❑N DESIGN AND ANCHOR B❑Structural Sections LTS W The manufacturer is not responsible for the design, materials, and workmanship of the foundation. Rod Bracing A 36 Fy = 36 ksi 4 The anchor bolt plans prepared by the manufacturer are intended to show only the anchor bolt location, W O diameter (based on ASTM A36 bolts), and quantity required to connect the Metal Building System to the foundation. M: O — (MBMA 2002 Metal Building Systems Manual, Part IV, Section 3.2.2). C❑RRECTI❑N OF ERRORS AND REPAIRS C C=) It is the It-esponsibility of the end customer to ensure that adequate provisions. are made for specifying bolt embedment, G LU ^ M F- bearing angles, tie rods, and / or associated items embedded in the concrete foundation, as well as foundation design The correction of minor misfits by the use of drift pins to draw the components into line, shimming, based on the loads imposed by the Metal Building System, or other imposed loads, and the bearing capacity of the soil moderate amounts of reaming, chipping, and cutting, and the replacement of minor shortages of x FF- > - and other conditions of the building site. (MBMA 2002 Metal Building Systems Manual, Part IV, Section 3.2.2) material are a normal part of erection and are not subject to claim. (AISC Code of Standard Practice < � �1 for Steel Buildings and Bridges, March 7, 2000, Section 7.14; MBMA 2002 Metal Building Systems Manual, O Q Z Anchor bolts shall be accurately set to a tolerance of +/- 1/8 in both elevation and location. Part IV, Section 6.10 � O 0 LU ADJACENT EXISTING BUILDINGS DRAWING DISCREPANCIES F.O. 16322 The manufacturer does not investigate the influence of the Metal BuildingSystem on adjacent existingIn case of discrepancies between the manufacturer's steel plans and plans for other trades, the a buildings or structures. The end customer assures that such buildings anstructures are adequate to Corle Building Sytems steel plans govern. (AISC Code of Standard Practice for Steel Buildings and resist snow loads or other conditions as a result of the presence of the Metal Building System. Bridges, March 7, 2000, Section 3.3; MBMA 2002 Metal Building Systems Manual, Part IV, Section 3.1) (MBMA 2002 Metal Building Systems Maual, Part IV, Section 3.2.5) DELIVERIES SH❑P-PRIMED STEEL cc Delivery of any material by the manufacturer carrier, a common carrier, or to purchasers customers own leased, chartered, or authorized conveyance shall constitute delivery to builder, and O All structural members of the Metal Building System not fabricated of corrosion resistant material or protected by corrosion thereafter, such material shall be at builders risk. If builder chooses to use its own, or private resistant coating are painted with one coat of shop primer meeting the performance requirements of FS TTP-636D. All carrier, it shall be solely responsible for compliance with all applicable government regulations. _ surfaces to receive shop primer are cleaned of loose rust, loose mill scale and other foreign matter by using, as a minimum, All charges shall be borne by the builder. The manufacturer responsibility for damage or loss Z the hand tool cleaning method SSPC-SP2 (Steel Manual Structures Painting Council) prior to painting. The coat of shop primer ceases upon delivery of shipment to carrier. The manufacturer will endeavor to deliver on the O is intended to protect the steel framing for only a short period of exsposure to ordinary atmospheric conditions. Shop -primed required date. The manufacturer's truck is not considered as being late if deliveries are between to `b' is intended to protect the steel erection should be placed on blocking to prevent contact with the ground, and so positioned Sam - 12pm (morning) and 12pm - 5pm (afternoon). However, the manufacturer cannot be held > as to minimize water holding pockets, dust, mud an other contamination of the primer film. Repairs of damage to primed LU surfaces and or removal of foreign material due to improper field storagge or site conditions are not the responsibility of the responsible for circumstances beyond our control. For deliveries via the manufacturer truck, p manufacturer. (MBMA Metal Building Systems Manual, Part IV, Section 4.2.4) the manufacturer will only honor claims that were approved by the customer service department at the time of delivery. For deliveries via contract carriers, it is the responsibility of the customer to file claims with the carrier. The manufacturer cannot assume any liability for the claim. ERECTION -GENERAL SHORTAGES The erector, by entering into contract to erect the building, holds itself out as skilled in the erection of Metal Buildng The purchaser /customer should make an inspection upon arrival of all building components. The / Systems and is responsible for complying with all applicable local, federal, and state construction and safety regulations purchaser/customer must note on the freight bill any missing item(s) and notify Corle Building `J including OSHA regulations as well as any applicable requirements of local, national, or international union rules or Systems customer service immediately; otherwise, the manufacturer cannot be held responsible Z practices. (MBMA 2002 Metal Building System Manual, Part IV, Section 6.9) for any shortages. If any item is damaged, note on the bill of lading and file a claim with the freight J agent. Concealed shortages must be reported to the manufacturer's customer service department�o The erector shall erect the Metal Building System in accordance with the erection drawings, the Erection and Detail 8z p within the following time frames (date from receipt of first delivery), based on the project shipment Fo Manual (March 2004 with Supplement #1 of August 1st, 2005), and / or the Seam-Lok Technical - Erection manual ffaF (November 1, 2002) as furnished by the manufacturer. The aforementioned erection information is intended to size, i.e., number of truck loads used in delivery. < illustrate the layout of the framing members, provide the associated connection details, and suggests sequence of erection. mru It is not intended to specify any particular method of erection to be followed by the erector. The erector remains solely 1 to 3 loads.... 2 weeks 4 loads and over.... 3 weeks Q Q responsible for the safety and appropriateness of all techniques and methods utilized by its crews in the erection of the W rm Metal Building System. The erector is responsible for supplying any safety devices such as scaffolds, runways, nets, etc, The manufacturers responsibility for shortages expires at the end of these time periods. W� which may be required to safely erect the Metal Building System. (MBMA 2002 Metal Building Systems Manual, Part IV,� 0� Section 6.9) The manufacturer expressly disclaims any responsibility for in]ury to persons in the course of erection FABRICATION ERRORS or for damages to the product itself. Field erection of a Pre -Engineered Metal Building, as in all construction projects, r involves hazards to persons within the area of the construction and risk of damage to the property itself. Only experienced fA persons who are skilled and qualified in the erection of Metal Building Systems should be permitted to field -erect a The purchaser/customer is responsible for contacting the customer service department to advise -7,;" building due to the hazards of this construction activity. The manufacturer is not responsible for the erection of the the manufacturer of fabrication problems and corresponding cost estimates. Corle Building Systems will 2M g m Metal Building System, the supply of any tools or equipment, or any other field work. Corle Building Systems provides no be responsible for providing the builder with verbal and /or approval to proceed with appropriate field W'gUs field supervision for the erection of the structure nor does the manufacturer perform any intermediate or final corrections. This will be done in a timel manner. IF THE BUILDER PROCEEDS WITH CORRECTIVE WORK WITHOUT Q- ins inspections of the Metal Building System during or after erection. y > � OMfg p g y g THE MANUFACTURER'S APPROVAL, HE DOES SO AT HIS OWN RISK. the manufacturer shall not be -no responsible for any claims where the purchaser/customer has not documented the problem, its o�2ScFi The erector shall furnish temporary guys and bracing where needed for squaring plumbing, and securing the structural correction, and reasonable costs for repair, and submitted this documentation for payment within framing against loads, such as wind loads acting on the exposed framing as well' as loads due to erection equipment and t a erection operation, but not including loads resulting from the performance of work by others. Bracing furnished by 30 days of the occurence. C�aU Q the manufacturer for the Metal Building System cannot be assumed to be adequate during erection. Temporary supports L u� �a such as temporary guys, braces, false work, cribbing, or other elements required for the erection operation will be INV❑ICE PAYMENT w�•ww KF determined, erected, and installed by the erector. (AISC Code of Standard Practice for Steel Buildings and Bridges, O 2iH26 �Y March 7, 2000, Section 7.10.3; MBMA Metal Buildings System Manual, Part IV, Section 6.2.1.5) By acceptance of the materials of services set forth in the invoice, the purchaser/customer agrees to 1..` pay the invoice amount within the time period specified on the invoice. AT NO TIME IS IT ACCEPTABLE TO DEDUCT A BACKCHARGE OR SHORTAGE FROM AN INVOICE. ERECTI❑N TOLERANCES SAFETY PROCEDURES THE MANUFACTURER' IS COMMITTED TO MANUFACTURING A QUALITY PRODUCT THAT CAN BE ERECTED SAFELY. Erection tolerances are those set forth in AISC code of standard practice except individual members are considered plumb, ALTHOUGH GOOD JOB SITE PRACTICES AND A COMMITTMENT TO SAFETY BY THE ERECTOR ARE BEYOND THE CONTROL OF level and aligned if the deviation does not exceed 1:300. (AISC Code of Standard Practice for Steel Buildings and Bridges, THE MANUFACTURER, THE MANUFACTURER HIGHLY RECOMMENDS THE ERECTOR PROVIDE GOOD, SAFE WORKING March 7, 2000 Section 7.13.1; MBMA 2002 Metal Building Systems MAnual, Part IV, Section 6.8) CONDITIONS ON THE JOB SITE. THE ERECTOR SHOULD FOLLOW ALL LOCAL, STATE, AND FEDERAL HEALTH AND SAFETY REGULATIONS AT ALL TIMES. ACCIDENT PREVENTION PRACTICES SHOULD BE IMPLEMENTED AND EACH EMPLOYEE SHOULD KNOW EMERGENCY PROCEDURES. THE MANUFACTURER ALSO RECOMMENDS DAILY MEETINGS TO DISCUSS ERECTION BOLT TIGHTENING THESAFEOC UPATIONAL SAFEY AND ADDIT(HEALTH ADMINISTRATION (OSHA). ONAL INFORMATION CONCERNING FEDERAL HEALTH AND SAFETY REGULATIONS, CONTACT (� U.S. Department of Labor O�T 1 2010 The proper tightening and inspection of all fasteners is the responsibility of the erector. All high Occupational Safety and Health Administration strength (ASTM A325, ASTM A490) bolts and nuts must be tightened by the "turn -of -the -nut" method 200 Constitution Avenue, N. W. unless otherwise specified by the end customer in the contract documents. Inspection of high strength Washington, DC 20210 T. JAMES EISENMAN, JP. bolt end nut installation by other than the erector must also be specified in the contract ocumen s www.osha.gov PE00061944 and the erector is responsible for ensuring that the installation procedures are compatible prior to 114 ROSEMONT LANE, IMLER, PA 16655 the start of erection.(MBMA 2002 Metal Building Systems Manual, Part IV, Section 5.9� THE MANUFACTURER SHALL NOT BE RESPONSIBLE FOR PERSONAL INJURY OR PROPERTY DAMAGE AS A RESULT OF PAGE 1 OF 16 FAILURE TO FOLLOW ALL APPLICABLE SAFETY REGULATIONS AND MATERIAL HANDLING AND INSTALLATION RECOMMENDATIONS.