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HomeMy WebLinkAboutFL 5889.1Business Professional Regula �l ECI5 Hvme Log tis User Registration ,i HotTOPICS Submit Surcharge Stats& Facts Putikations FBC Staff SC;S Sita Map Lnks Search Upi 7'.1N Product Approval hili CIO, USER: Public User Product Approval Menu > Pruduct or 12LUI;atton Search > Apoll6ation List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance E=ntity Quality Assurance Contract Expiration bate Validated By Certificate of Independence FL5889-R4 Affirmation 2017 Approved Shwinco Architectural Products, LLC. 171 Jet Services Way Dothan, AL 36303 (334) 556-1000 keith@shwincoap.com Keith Schneider keith@shwincoap.com Craig Shipp 400 Aberdeen Loop Lynn Haven, FL 32444 (850)271-8900 shwinco@knology.net Craig Shipp 400 Aberdeen Loop Panama City, FL 32405 (850)271-8900 shwinco@kno€ogy.net Windows Mullions Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Gene Kearley PE -52484 National Accreditation and Management Institute 12/31/2018 Locke Bowden Validation Checklist - Hardcopy Received FL5889 R4 COI Enain erina R o0 2n, , }O - Referenced Standard and Year (ef Standard) Standard year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code � I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my products) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A FL -5889 R4 COC 5889 R4 NOA 2017-0007 odf Product Approval Method Method 1 Option D Date Submitted 10/02/2017 Date Vafidated 10/02/2017 Date Pending FBC Approval Date Approved 10/05/2017 Summary of Products FL # Model, Number or Name Description 5889.1 SERIES II MULLION ALUMINUM REINFORCED MULLION - IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: REFER TO SAP.M.1001 FOR Specific Design Pressure and Limits of Use. FL5882 R4 II SAP.M.1001 Dwa pdf Verified By: Gene Kearley FLORIDA PE 52484 Created by Independent Third Party: Yes Evaluation Reports FL58$9 R4 AE Enaineerinci Report 2015 0004 pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallaha e FL 32399 PhD eL 850-487-1824 The State of Fforida is an AA/EEO employer. Cro yright 2007-2013 State of Flor da :: privacy Statement :: AgCpSsibilitv Sta ent :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail t0 this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (T), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address ff they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Elf eCheck Credit Card ,Safe €n H L.L. OAU w 4 a a u u 31Na Ab NOLUMDSN ON A � ►f4 ola o��) 3za =s i :e.D g E� ca DO '` J �^ Jti g ¢ LA c� UJ 0-+ U rolra '' c 0 x X Ez < E s L)uj Lu gg zc �- �a < � a C g �o`a °z o r Aar z a� a eco is `t LOCL + IJ Q 62 �p w ��z a °Q g 2"� x yL yH �a✓?i u " c n� ;per Cly �3"'a€ �> Wm gz 90 3_ o i2 ai 929 Na hu li s li s w3 i w a d S LLI uj n - a. =.t t3 z O ry €n LU x LU co N011dIZ13S3a s B LLI ul 4 �o a� > a x iUJ z< 1 pa d �t'\C DI 1 u QiV x 1 a< o ecs ao � w mr 8'Q0 azu9 ` di xO 0a r"'Q° Qoa Q or> rc 5 x a wm 0. "°oa -z 0 m 0 �yT�6i Y Ill Z W e z� I Q � Ln €/�l 1 -Z q X U F"i LO w Z v a u:3 co 1 LIJ -1 4a- © 1 10 U to z O ry €n LU x LU co N011dIZ13S3a s B LLI ul 4 �o a� > a x iUJ z< 1 pa d �t'\C DI 1 u QiV x 1 a< o ecs ao � w mr 8'Q0 azu9 ` di xO 0a r"'Q° Qoa Q or> rc 5 x a wm 0. "°oa -z 0 m 0 0 O €u LU OL z 0 �0y- . : F- LU 2 M W n J z 0 D pZ 0 tL U O k A a K i z !✓ m sv�s veinz� v a �u Cwi tTwaa yt4'' •...." $a j-, W � I a ec x c� 3.I.VQ M I NOLLdnZ?s3Q ON 3 a. PRS �- A a a s c� Q Vi z O f Z a w Ix Lu to x N x `+ mF � ❑ C CtQ ff{ t~ �O Wf MK $ F Zm Uq z 1 LLJ III M �] � � � � u I tV � h y.� • jr U . •' ' 3 6i w nof- O pQ LD p� �m r X Genn Koarlq-, .R E. 319 Chapeiwood drive Dothan, AL 35305 FLA No, 52484 Manufacturer: Shwinco Architectural Products, LLC 171 Jet Services Way Dothan, AL 363D3 Product Line: Series If Mullion IIMPACT) Engineering Evaluation Report Report No.: 2015-0004 FL 5889 Maximum Dimensions &Design pressure: (See drawing SAP.M,1001, Sheet 1, Details 1, 2, & 3) Compliance: The above Mentioned product has been evaluated under method 1(d) for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance. The product listed herein complies with requirements of the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ). Gene Kearley, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Supporting "technical Documentation: 1. Approval Document: Drawing SAP.M.1001 signed and sealed by Gene R. Kearley, P.E. (rL # 52484). Drawing SAP.M.1001 should be referenced for all specific use parameters. 2. Test Data: 1 C, Product Test Report 40722.91-03, Report Date: 10/02/03. American Test Lab of South Florida, Inc. (FBC Organization # TST3782) Product Test Report #NCTL-210-3587-2, Report Date: 08/24/09. National Certified Testing Laboratories, Inc. (FBC Organization # TST1589) Product Test Report #NCTt-210-3850-1, Report Date: 3.2/18/12. Nat€onai Certified Testing Laboratories, Inc. (FBC Organization # 3. Test Standards a. TAS 201-94 b. TAS 202-94 c. TAS 203-94 4. Quality Assurance a. National Accreditation and Management Institute (FBC Organization #QUA 1799) Installation-, Mullion Clip Option A. For concrete or masonry substrates where one -by (1x), non-structural, wood bucking is employed, or is directly fastened to concrete, use %" diameter Elco Ultracon (or equal) type concrete screw anchors of sufficient length to achieve a minimum embedment of 1.25" into concrete or masonry substrates. B. For two -by (2x) wood frame substrate, use #12 pan head wood screws of sufficient length to achieve minimum embedment of 1.5" into wood framing. i ndipped Mullion Option A. When installing the series 9600 for a maximum design pressure of a positive 60 and a negative 70 using unclipped mullions, all mullion fastening load is transferred to the fastening requirements of the associated window units as tested. The maximum window dimensions, associated with this unclipped mullion, are 74" in width and 74" in height. Use is limited to 74" long mullions with the maximum tributary width of 36 5/8". Fastener guidelines shall be governed by fastener requirements of the associated window unit. Limits of use; 1, This product has been evaluated and is in compliance with the Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. The product anchors shall be as listed and spaced as shown on the details. Anchor embedment into the substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with the Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from details of drawing SAP.M.1001 require further engineering analysis by a licensed engineer or registered architect. 5. See drawing SAP.M.1001 for size and design pressure limitations. Gene Kearley, P.E. Florida No, 52484 Report No.: 2015-0004 2 of 2