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Home My WebLink AboutENGINEERING EVALUATION REPORTL. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville, NC 27023 434-688-0609 CONTRACTOR COPY Report No.: 512063B rllomas@lrlomaspe.com 14'( .4:;'-' � Z Manufacturer: MI Windows and Doors, LLC 650. West Market St fDGratz, Pennsylvania 17030v I� Product Line:. 5764 - Vertical Mullion SC NED BY Compliance: St LUde (;Ounty The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of �y Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-01439 Revision B, prepared, signed and sealed'by Luis Roberto Lomas P.E 2. Mullion analysis report No. 512063-1A and -2A per AAMA 450-10 Option 3, prepared, signed and sealed, by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: refer to design pressure charts in approval document. • Maximum single window unit size: 52 1/8" x 84" • Window units attached to mullion must have their own separate approval.. • This product is not rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in Wind -Borne Debris Regions, up to Wind Zone 3. • Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; mullion or individual units. • All windows attached to mullion must be manufactured by MI Windows and Doors, Inc. Installation: Mullion must be installed in strict accordance with manufacturer's instructions and approval document 08-01439 Revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is.being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 �N`J�S.• . • • :�9%�. �.*. 0 51 VT �. y10 , TAT:E OF w ORVOt ssYONAL��`. !II(L11 Luis R. Lomas, P.E. FL No.: 62514 10/18/2017 iI T I Ll ECO. LNC. TILLIT TESTING & ENGINEERING COMPANY A. 11LL11,, JK., Y.C. REPORT NO.: PRODUCT EVALUATION - REPORT tilteco@ao4:com R. P.E. License No. 44167 FL E.B. License No. 00067.19 17-0725.03 -- DATE: July 25, 2017 l� PRODUCT CATEGORY: Hurricane Shutters -fcp— A, f PRODUCT SUB -CATEGORY: Storm .Panel PRODUCT NAME: 24 Gage Bertha Galvanized Steel Storm Panel SUBMITTED BY: Eastern Metal Supply Inc 4268 Westroads Drive West Palm .Beach, Florida 33407 1. PURPOSE OF EVALUATION: This.is a Product Evaluation Report issued by Walter A. Tillit, Jr,, P.E. (System ID # 1906) to the Eastern Metal Supply Inc.,, Rule Chapter No. 61G20-3, Method 1D of. the -Florida Department of Business and Professional Regulation: This product is being issued an Evaluation Report .as described herein, and has been verified for compliance in accordance with'. 2017 Sixth Edition of the Florida Building Code, and to verify that the. product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may all its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P E D )• Drawing No. 17-089 (Revises Drawing # 15-041), titled Galvanized Steel Storm panel (2" Deep)", sheets 1 thru 10 Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P� This drawing is an integral part of this Evaluation Report. ,%ai N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) "24 Gage Bertha 4531 PRODUCT EVALUATION REPORT NO. 17-0725.03 2.2. TEST REPORTS: Large missile impact and cyclic load test were performed. under ASTM E-1886, E4996 standard as per section 1609.1.2 of the Florida building Code. Uniform Static Load Tests as per Section 17.09.5.2, ASTM E-330. Test reports prepared 'by American Testing Lab of South Florida, Report No. 0304:01-08, dated May 12, 20.0.8, and signed and sealed by William R. Mehner, P.E. and Henry Hattem P.E., Report No 1220.01-5, dated July 16, 2007, signed and sealed by William R. Mehner, P.E., and Henry Hattem, P.E., Report No 0926.01-03, dated January 15., 2004, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. Tensile test reports # 8CM-256, by QC Metallurgical Inc. Laboratory, dated March 21, 2008 signed and sealed by Frank. E. Grate, Jr. P.E., as per ASTM E: 8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: This revision includes new calculations to verify the ' moment of inertia of storm panel where its end lips include now hemmed edges. Comparison is made in relation to panel with non -hemmed "edges. On 24 Gage Bertha Galvanized Steel Storm Panel (2" Deep) for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel. length based on rational and. comparative analysis, and in accordance with sections 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated May 12, 2008, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Based on new calculations explained on item 2:3 above, we have concluded that storm panels with hemmed edges .comply also with large missile impact under section 1609.1.2 of the Florida Building Code, as per ASTM. E-1886, E- 996 Standard.. Large missile impact under section 1609.1.2 of the Florida Building Code, as per ASTM E-1886, E-1996 Standards, with missile level "D" (basic protection). 4. WIND LOADS RESISTANCE. 24 Gage Bertha Galvanized Steel Storm Panel (2" Deep) has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheet 2 of 10 of Product Evaluation Document (P.E.D.), Drawing # 17-089. Maximum Anchor Spacing shall be as indicated on sheets 6, 7 and 10 of®,%%.Product Evaluation Document (P.E.D.), Drawing No. 17-089. ,ao' %��Xtha Galvanized Steel Storm Panel (2" Deep) has been verifie¢ma°f �`Yode.C_0Z! ptra ce to work as a non -porous storm shutter assembly, as per rti a NO.44167 E + O 4 M ��L•�Qba�o 11 PRODUCT EVALUATION REPORT NO. 17-0725.03 .5. INSTALLATION: Installation shall be performed strictly in accordance with the details indicated on sheets 4 thru 6 and 8 and 9 of 10 of Product Evaluation Document (P.E.D.), drawing No. 17-089. Minimum separation to glass shall be as indicated on sheets 4 thru 6, 8 and 9 of 10. of Product Evaluation Document (P.E:D,), drawing 17-089. Shall be strictly in accordance with General Notes and Components indicated on sheets 11. 2 and 3 of 10, of Product Evaluation Document (P.E.D.), drawing No. 17=089. Anchor specifications shall be as indicated on sheets 1, 5, 6, 8 .and 9 of 10 of Product Evaluation Document (P.E.D.), drawing No..17-089. 7. LIMITATIONS AND CONDITIONS OF USE: 7:1. Shall be strictly in compliance with General.' Notes No.. 1 and 7 thru 12, indicated 'on sheet 1 of 10, of Product Evaluation Document (P.E.D.), drawing No. 17-089 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr.,. P.E. i 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code.. 7.3. Product shall only be installed into poured concrete, concrete block and wood frame structures. Product Evaluation Report prepared by Walter A., THIN, Jr.,. P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719).. 98 u6 G 6 p,90B�A�,rr��9� d FN e No. 44167 w , � ' i