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HomeMy WebLinkAboutGARCO LETTERBuildi �i�rCO® Systems Division of Robodson-Ceco 11 Corporation 2714 S. Garfield Road Airway Heights, WA 99001-9595 July 10, 2018 FACTORY STEEL OVERSTOCK 1250 CHEROKEE ST.UNIT#1815 DENVER, CO 80204 16-B-59423 JUSTIN BEEBE 3141 SOUTH BROCKSMITH ROAD FORT PIERCE, FL 34945 35'-0" x 45'-0" x 16'-D" To Whom It May Concern: 1501—o?K( 4-— E COUNTY DIVISI EW AN REVIE— - — DATE D P MITPT JOB ORNON LL BE MAI THESE PLANS AND ALL PROPOSED WORK ARE SUNECT TO ANY CORRECTIONS REOUIRED BY FIELD INSPECTORS THAT MY BE NECESSARY IN ORDER TO COMPLY TM ALL APPLICME COVES. � �a� .an. ACCREDITED' an ce: (800)Z 9378 )E (509) 2445611 Fax (509) 244-2850 httpJ/xtixugarcobuildings.com RECEIVED JAN 0 8 2019 ST. Lucie County, Permitting SCANNED BY St. Lucie County This is to certify that materials for the subject structure have been designed in accordance with the order documents, specifically as shown per the attached Engineering Design Criteria Sheet. Aspects of code compliance as related to use or occupancy, such as sprinkler requirements, are not addressed by these documents. These materials, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the attached loading requirements. This certification does not cover field modifications or the design of materials not furnished by Garco Building Systems. The attached design criteria information is to remain with and form part of this Letter of Certification. The calculations and the metal building they represent are the product of Garco Building Systems or a division of its affiliate NCI Building Systems. The engineer whose seal appears hereon is employed by either Garco Building Systems or a division of its affiliate NCI Building Systems and is not the engineer of record for this project. Cordially, Garco Building Systems Materials for Metal Buildings An NCI Company (� '^ 2018-07-10 1 Aaron K. Batchellor, P.E. Manager of Design 16-B-59423 Mailing Address: Garco® Building Systems 2714 S. Garfield Road Airway Heights, WA 99001 ;9 • SIE OF 1 w CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILNY OF THE CONTRACTOR OF RECORD Page I of 2 Office: (800).777-9378 (509) 244-5611 Fax (509) 244-2850 V'I 1 i rM1 t • t ^:J• J % Y`t J�: y4 Garc tu.11,1.1.ng. Division of Robodson-Ceco 11 Corporation 2714 S. Garfield Read Airway Heights, WA 99001-9595 ACCREDITED° AC4Tt Office: (800)-777-9378 (509) 2445611 Fax (509) 244-2850 httpJAwww.garcobuildings.com Building Code ....................... FBC-2017(IBC 15) Risk Category ........................ II - Normal Roof Dead Load Superimposed .................... 2.000 psf Collateral ...................... 0.500 psf Roof Live Load ....................... 20.00 psf (Reducible) Snow Ground Snow Load (Pg)........... 0.0000 psf Snow Load Importance Factor (Is) 1.0000 Flat Roof Snow Load (Pf)........ 0.00 psf Snow Exposure Factor (Ce)....... 1.00 Thermal Factor (Ct)............. 1.00 Wind Ultimate Wind Speed........,.... 160 mph Nominal Wind Speed (Vasd)...... 124 mph (IBC Section 1609.3.1) Serviceability Wind Speed ..... 87 mph Wind Exposure Category ......... C Internal Pressure Coef (GCpi) 0.18/-0.18 Loads for components not provided by building manufacturer Corner Areas 51.739 psf pressure-68.856 psf suction Other Areas 51.739 psf pressure-56.051 psf suction These values are the maximum values required based on a 10 sq ft area. Components with larger areas may have lower wind loads. 16-B-59423 Page 2 of 2 Mailing Address: Office: (800)-777-9378 Garco® Building Systems (509) 244-5611 2714 S. Garfield Road Fax (509) 244-2850 Airway Heights, WA 99001