Dead Load Weight of the building system and components as determined by – manufacturer. Roof Live Load 20 PSF – Design Loads: i. Dead Load Weight of the building system and components as determined – by manufacturer. ii. Roof Live Load 20 PSF – iii. Collateral Loan Per Manufacturer. – iv. Roof Snow Load: Ground Snow Load 43 psf. – Roof Snow Load 30 psf. – v. Wind Load: Wind Speed 90. – Wind Exposure C. – vi. Seismic Load: Spectral response acceleration for short periods (Ss) 1.472 g – Spectral response acceleration for 1-sec. period (S1) 0.499 g – Site Class D – 1.4 SUBMITTALS Submit plans and design to owner. Product Data: Manufacturer’s data sheets on each product to be used, including: Preparation instructions and recommendations Installation methods. Shop Drawings: Provide complete erection drawings for the property identification and assembly of all building components. Drawings will show anchor bolt settings, transverse sidewall, endwall and roof framing, flashing and sheeting, and accessory installation details. Certifications: Shop drawings and design analysis shall bear the seal of a registered professional engineer upon request. Design analysis shall be on file and furnished by manufacturer upon request. Preventative Maintenance Manual. Welder’s Certifications: Certification of welder qualifications shall be furnished as specified by the Project Engineer. Submit certification verifying that the metal roof system has been tested and approved by Underwriter’s Laboratory as Class 90. 1.5 QUALITY ASSURANCE Manufacturer/Fabricator Qualifications: (US) All primary products specified in this section will be supplied by a single IAS AC 472 Accredited Manufacturer/Fabricator with a minimum of five (5) years’ experience.
Dead Load – Weight of the building system and components as determined by manufacturer. Roof Live Load – 20 PSF Design Loads: i. Dead Load – Weight of the building system and components as determined by manufacturer. ii. Roof Live Load – 20 PSF iii. Collateral Loan – Per Manufacturer. iv. Roof Snow Load: Ground Snow Load – 43 psf. Roof Snow Load – 30 psf. v. Wind Load: Wind Speed – 90. Wind Exposure – C. vi. Seismic Load: Spectral response acceleration for short periods (Ss) – 1.472 g Spectral response acceleration for 1-sec. period (S1) – 0.499 g Site Class – D 1.4 SUBMITTALS Submit plans and design to owner. Product Data: Manufacturer’s data sheets on each product to be used, including: Preparation instructions and recommendations Installation methods. Shop Drawings: Provide complete erection drawings for the property identification and assembly of all building components. Drawings will show anchor bolt settings, transverse sidewall, endwall and roof framing, flashing and sheeting, and accessory installation details. Certifications: Shop drawings and design analysis shall bear the seal of a registered professional engineer upon request. Design analysis shall be on file and furnished by manufacturer upon request. Preventative Maintenance Manual. Welder’s Certifications: Certification of welder qualifications shall be furnished as specified by the Project Engineer. Submit certification verifying that the metal roof system has been tested and approved by Underwriter’s Laboratory as Class 90. 1.5 QUALITY ASSURANCE Manufacturer/Fabricator Qualifications: (US) All primary products specified in this section will be supplied by a single IAS AC 472 Accredited Manufacturer/Fabricator with a minimum of five (5) years’ experience.