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Home My WebLink AboutEVALUATION REPORTSCANNED EVALUATION REPORT OF DWI,-,r UNION CORRUGATING COMPANY StPUP10 OBQ�rr`•y `29 GA. MASTERRIB PANEL' OVER WOOD SUPPORTS FLORIDA BUILDINGCODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 9555.4-R4 STRUCTURAL COMPONENTS ROOF DECK Prepared For: Union Corrugating Company 701 S. King St. Fayetteville, NC 28301 Telephone (910) 483-0479 Fax: - (9,10) 483-1091 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) ,0%111o111ea®1 Load'Span Table (1 Page) goo®SpGKA��,�°�o,� SN S '•. �ed, . 4 • No 62240 '•.� 0r :/W�� o • � • ay: p T6 4 20.2G %—I Report No. C2172-4 Date: 8.20.2017 FL 9555.4-R4 C2172-4 8.20.2017 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: MasterRib Panel Panel Description: 36" wide coverage with 3/4" high ribs at 9" o.c. Materials: Minimum 29 ga., 8,0 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Support Description: Nom. 2" x 2" (mini) SPF, SYP or DF lumber. (Must be designed by others) Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 Design Pressure: +27.1 and -36.2 psf @ support spacing of 48" o.c. (Based on testing) (@ 3 span condition with FS = 2.0) Panel Attachment: #9-15 or #10-14 x 1.5" long wood screws with washers At panel ends @ 3.5"-5.5"-3.5" o.c. across panel width At intermediate @ 9" o.c. across panel width Sidelap Attachment: '/a"-14 x 7/8" long SIDS with washer @ 24" o.c. Test Standards: Panel assembly tested in accordance with ASTM E1592-01 `Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference' and FM 4470 Section 5.5 `Resistance to Foot Traffic'. Test Equivalency: The test procedure - in ASTM E1592-01 comply with test procedure prescribed in ASTM E1592-05(2012). The test procedure in FM 4470 (1992) comply with test procedure prescribed in FM 4470 (2012). Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum support spacing listed herein shall not be exceeded. The design pressure for reduced support spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Union Corrugating load span table. This product is not approved for use in the High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FL 9555.4-R4 C2172-4 8.20.2017 Page 3 of 3 FBC 2017 Section 1505 and current approved roofing materials directory for fire ratings of this product. Supporting Documents: ASTM E1592 Test: Report ENCON Technology Inc. C1514-1 (Test #2 & 3), Reporting Date 9/8/07 FM 4470 Test Report ENCON Technology Inc. C1583-2, Reporting Date 7/24/08 INTERIOR SUPPORTS NOM. 2" X 2" (MIN) LUMBER (DESIGNED BY OTHERS) END SUPPORTS NOM. 2" X 2" (MIS LUMBER (DESIGNED BY OTHERS) MASTERRIB PANEL PANEL FASTENER SEE PANEL SIDELAP SIDELAP FASTENER ® 9' O.C. DETAIL_ ® 24" O.C. -9" O.C. MASTERRIB PANEL PANEL FASTENER ® SIDELAP FASTENER 3.5 5.5"-3.5" O.C. ® 24" O.C. i O.C. /— MASTERRIB PANEL TYPICAL PANEL INSTALLATION X-SECTION PANEL FASTENER ® 9" O.C. NOM. 2" X 2" (MIN)—/ LUMBER (DESIGNED BY OTHERS) SIDELAP FASTENER MASTERRIB 1/4"-14 SDS WITH PANEL WASHER @ 24" O.C. PANEL FASTENER #9-15 OR #10-14 x 1.5" LON SDS WITH WASHER NOM. 2" X 2" (MIN) LUMBER (DESIGNED PANEL SIDELAP BY OTHERS) SIDELAP FASTENER PANEL FASTENER ® 24" O.C. 3.5"-5.5"-3.5" O.C. MAX 48" O.C. v (SEE LOAD SPAN TABLE FOR ALLOWABLE LOADS AND SPANS) SECTION VIEW GENERAL NOTES: 1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA G BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE 29 GA. (t = 0.013"). EFFECTIVE COVERING WIDTH OF PANEL = 36". 3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE _DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE DESIGN LOADS. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6. SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 7. PANELS MAY SPAN BETWEEN EAVE TO RIDGE SUPPORTS OR RAKE TO RAKE SUPPORTS. d U LO Z ofNrn Q' CQF7 U~l U N a ZZM N O YJ� p U ui�l 0 0 Z rn 3 z oQ- o Go zd a Li v o a m O U m 2 LIr i m a s m V) o ox 4� z U �Zm `F to N - m SHEEP NO. 1 OF F UNION CORRUGATING COMPANY MasterRib Roof Panel 36" wide, 29 ga. (min) Steel Panel over,Wood Supports Span Condition Loading. Type Allowable Load (psf) Support .Spacing (ft) 1.50 1.75 2.60 2.25 1 2:50 2.75 3.00 3.50 4.00 Two Span Gravity 106.4 91.2 79.8 70.9 63.9 58.0. 53.2 45.6 34.7 Uplift 84.9 72:8 63.7 56.6 51.0 46.3 42.5 36.4 29.0 Three Span Gravity 120.9 103.7 90.7 80.6 72.6 66.0 60.5 40.5 27.1 Uplift 96.5 82.7 72.4 64.4 57.9 - 52.7 483 41.4 36.2 Four or More Gravity 116.4 99.8 87:3 77.6 69.8 63.5 58.2 43:0 28.8 Spans Uplift 92.9 79.6 6917 61.9 55.7 50.7 46.5 39.8 33.8 Notes: I. Allowable load for each condition is the smallest load calculated based on fastener capacity, panel strength and and deflection limit of L/180. Allowable loads are calculated for minimum 29 ga. panel. 2. The wind load is taken as 0.7 times the "component and cladding" loads for the purpose of determining deflection limit. 3. The panel allowable properties are determined from full scale ASTM E 1592 tests at 4' 0 span 4. The panel fasteners are #9-16 or 10-.14 x 1-1/2" long wood screws. with washers. Fastener spacing across panel width is 9.0" o.c. in the interior supports and 3.5"-5.5"-3.5" o.c. at panel ends. 5. Sidelap fasteners are 1/4"-14 x 7/8" long self drilling screws with washers at 24"o.c. 6. Wood supports are minimum 2" x 2" lumber. All supports must be designed to resist all loads imposed on the panel. 7. Minimum bearing width of support is 1.5 8. The panels may span from eave to ridge or rake to rake. 9. Panels must be installed as per Evaluation. Report FL 9555.4 and Union current installation procedure. 1216 N Lansing Ave, Suite C Tulsa, OK 74106 918 492 5992 o4®1Ef61eB�60! 4JT,.° No 62240 q �-o°; gTATE OF _ d N ew fi $ . 2-0 . i201"7 Bala Sockalingam, Ph.D., P.E. PE 62240