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HomeMy WebLinkAboutPRODUCT APPROVAL1 f _. �• '1 .fly Jmy�ak L �rv.�ww' h� y ::3w'»r.•xA., a _ �.+•.��t'^a�'ssa.:.:'Cr�,i��acf�.t a �+il�7r�,�:' -a � � � t:..rTi'1=I��a "'. t 8t75 Home Log to User Registration Hot Topics Submit Surcharge Stats a Facts publications Fac stag BQS Sae Map Unls seanA Florida +t n� Product Approval !, USER: public Usar Product Approval Menu > product orAopgoban Search > Aooemtlon LLst > Appnmtlon aetall Ft. S FL9555-R4 Application lype Revision Code Version 2017 Application Status Approved Comments Archlved Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence UNION CORRUGATING COMPANY 701 S. IGNG Si FAYETI'EVILLE, NC 28301 (910) 483-0479 Ext 256 jstleby@unioncorrugating.com John Stieby jsUeby@unlommnmgating.com Structural Components Roof Deck ScAjvjvED St Luce Cou.h' J Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardoopy Received Bala Sodtalingam PE-62240 Keystone Certifications, Inc 09/07/2027 Yoosef Lavl, P.E. validation Checklist - Hardcopy Received FL9555 R4 COI Certificateindeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASiM E1592 2005 -- — FM 4470 2012 Equivalence of Product Standards Certified By Sections from the Code httpsJ/www.Uoddabuildinp.org/car/pr app d0.aspx?param--wGEVXQwtDgtvOROQkZASRE8EOg21Udr7ntuFlu2jC5s%3d / Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products r 08/23/2017 08/28/2017 09/09/2017 12/12/2017 FL # Model, Number or Name Description 9555.1 5V Panel 29 ga., 24" wide, through fastened panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluatlonReoortC2172 Lodf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-70.25 Evaluation Reports Other. Uplift load of 70.25 psf @ support spacing of 24" o.c. F79555 R4 AE EvalustlonlleoortC2172 Lodf Created by Independent Third Party: Yes MasterRlb Panel 26 ga., 36' wide, through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluatlonlleoortC2172 2.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Reslstant: N A Created by Independent Third Party: Yes Design Pressure: N-47.2 Evaluation Reports Other: Uplift load o support spacing of 60" o.c. FL9555 R4 AE EvaluatlonReoortC2172 2.odf Created by Independent Third Party: Yes 9555.3 MasterRlb Panel 29 ga., 36" wide, through fastened panel ever steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL95SS R4 II EvaluationReoortC2172 3.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +27.1/-37.7 Evaluation Reports Other: Design load of 27.1 & -37.7 psf at support spacing of FL9555 R4 AE EvaluatlonileodrtC2172 3.odf 48" D.C. Created by Independent Third Party: Yes 9555.4 MasterRlb Panel 29 ga., 36' wide, through fastened panel over wood supports Limits of Use Installation Instructions Approved for use In HVHZ: No EL9555 R4 It EvaluatlonReoortC2172 4.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +27.1/-36.2 Evaluation Reports Other: Design load of 27.1 & -36.2 psf at support spacing of FL9555 R4 AE EvaluatlonReportC2172 4.odf 48" D.C. Created by Independent Third Party: Yes 9555.5 Master -Rib Panel 29 ga., 36' wide, through fastened panel over nom. 1' x 4" wood supports Limits of Use Installation Instructions Approved for use In HVHZ: No FL9555 R4 II EvaluattonlleoortC2172 5.ndf Approved for use outside RVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-138.9Evaluation Reports Other: Uplift load of 138.9 psf @ support spacing of 24' o.c. FL9555 R4 AE EvaluatlonfleoortC2172 S.odf Created by Independent Third Party: Yes 9555.6 PBR Panel Min. 26 ga., 36" wide, through fastened roof panel over open steel supports Limits of Use Installation InstruNons Approved for use In HVHZ: No - _ FL9555 R4 It Evaluatfon leoortC2172 6.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +96/-163 Evaluation Reports Other: Design loads of 96 &-163 psf at support spacing of FL9555 R4 AE EvaluationRgportC2172 6.odf 20" D.C. Created by Independent Third Party: Yes EEI t:o::e ContactU.n 2601 Blair Stone Road. Tanahassee FL 32390 Phone: 858-087-1824 The Stare or Florida IS an ANTED employer. CoPydaht 2007-2013 State of Hadda.:: Prim Statement n Aoeslblllty statement:: Refund statement Under Florida law, emaB addmsseo are public remrds. If you do not want your e-mall address released In response to a pubrc-reeurds request, do not send eledaonk https:(Airww.floddabuilding.org/pr/pr app dgaspx7paramzvGEVXQwtDgtvOROQkZA.5REBEOgziUdl7ntuFlu2jC5se/a3d 2/3 mwma Wnma one. me maim pmwdm maybe used for offidal mmmunkatlon with the Houzee. However Mall addresser am public record. Vyou do not wish t address, please provide the Depadmentwith an Mall address which can be made available to the public. Tn detemdne If you are a Peewee under r phase dick haia. Product Approval Accepts: Lpg • W WqM httpslAvww.Uoridabullding.org/pr/pr epp dU.espx?param--wGEVXQwtDgNOROQkZA5REBEOgztUdl7ntuFIAC5s%3d 3/3 EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA. MASTERRIB PANEL' OVER STEEL SUPPORTS FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 9555.2-R4 STRUCTURAL COMPONENTS ROOFDECK Prepared For: Union Corrugating Company 701 S. King St. Fayetteville, NC 28301 Telephone: (910) 483-0479 Fax: (910) 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) Load Span Table (1 Page) Report No. C2172-2 Date: 8.20.2017 .eapaaaeaaeaaaa�a �,y,ALI iV Ggh9a9++ ,ems S.GEN SE' . 624�' t m: Ne 2 Cr :WIPIS `'++� OFF F L O ?. �•G��,,ti 2M .20 k-1 FL 9555.2-R4 - - r C2172-2 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 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Support Description: Min 16 ga., 50 ksi steel. (Must be designed by others) Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 Design Uplift Pressure: 47.2 psf @ maximum support spacing of 60" o.c. (Factor of Safety = 2) Support Attachment: #12-14 x 1" long self -drilling screws with washers At end supports @ 3.5"-5.5"-3.5" o.c. across panel width At intermediate supports @ 9" o.c. across panel width Sidelap Attachment: '/4"-14 x 7/8" long SDS with washer @ 30" o.c. Test Standards: Roof 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 uplift 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 FBC 2017 Section 1505 and current approved roofing materials directory for fire ratings of this product. FL 9555.2-R4 -- C2172-2 8.20.2017 Page 3 of 3 Supporting Documents: ASTM E1592 Test Reports Farabaugh Engineering and Testing Inc. Project No. T163-06, Reporting Date 6/7/06 FM 4470 Test Report ENCON Technology Inc. C 1583-2, Reporting Date 7/24/08 PANEL FASTENER SEE PANEL SIDEIAP SIDELAP FASTENER ® 9' O.C. DETAIL _ 0 30' O.C. 9' MASTERRIfi � � INTERIOR SUPPORTS I PANEL MIN 16 GA. STEEL (DESIGNED BY OTHERS) PANEL FASTENER 0 SIDELAP FASTENER 3.5'-5.5'-3.5' O.C. /- ® 30' O.C. 9' O.C. ASTERRI9 PANEL END SUPPORTS MIN 15 GA STEEL (DESIGNED BY OTHERS) TYPICAL PANEL INSTALLATION X-SECTION MASTERRIB PANEL FASTENER SIDELAP FASTENER PANEL FASTENER PANEL ® 9' O.C. ® 30' O.C. 3.5'-5.5'-3S' O.C. MIN 16 GA STEEL -J (DESIGNED BY OTHERS) I SIDELAP FASTENER MASTERRIB PANEL 1/4'-14 SOS WITH WASHER 030' O:C. PANEL FASTENER 2-14 a 1' LONG pp1ES WITH WASHER MIN 16 GA STEEL (DESIGNED BY OTHERS) PANEL SIDELAP MAX 60' O.C. (SEE LOAD SPAN TABLE FOR ALLOWABLE LOADS AND SPANS) SECTION VIEW GENEL NO 1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE 26 GA (t - 0.017'. EFFECTIVE COVERING WIDTH OF PANEL a 36', 3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WINO 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. S. 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 UNION CORRUGATING COMPANY MasterRib Roof Panel 36" wide, 26 ga. (min) Steel Panel over Steel Supports Span Condition Loading Type Allowable Load (psi) Support Spacing (ft) 1.50 1 1.75 1 2.00 2.50 3.00 3.50 4.00 4.50 5.00 Two Span Uplift 138.3 118.5 103.7 83.0 69.2 59.3 51.9 46.1 37.7 Three Span Uplift 157.2 134.7 117.9 94.3 78.6 67.4 58.9 52.4 47.2 Four or More Spans Uplift 151.3 129.6 113.4 90.8 75.6 64.8 56.7 50A 44.1 Notes: 1. Allowable load for each condition is the smallest load calculated based on fastener capacity, panel strength and and deflection limit of U180. Allowable loads are calculated for minimum 26 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 E1592 tests at 5' 0" span 4. The panel fasteners are #12-14 x 1" long self drilling 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 washer at 30" o.c. 6. Steel supports are minimum 16 ga. All supports must be designed to resist all loads imposed on the panel. 7. The panels may span from eave to ridge or rake to rake. 8. Panels must be installed as per Evaluation Report FL 9555.2 and Union current installation procedure. 1216 N Lansing Ave., Suite C Tulsa, OK 74106 918 492 5992 `aaaattttttaaaa ' ,a". 5; NSF ' •.2i' •',� 'z: v 2 -Q '•''r Nos _ Cr ;We 'rLU .' giPSE OQ-���d $. -2-0. 2Ca l-7 Bala Sockalingam, Ph.D., P.E. PE 62240 C�� -.. �Fl�s x�l ""4'w�Sjf', a,•I. , ta1j'I"���,�Ij9 1;f. {i , , 4 ?.v m� _—.r.m. r" ll •'x ,r,. "+".`'-��r"s:� '`��=`-°�c�`c•.+1"i'i ,..n �..'�a' rs t*'a*aF'tWin� ^�rr'a�i u.��'�.Ss�%t�£4�`(�jiJ�r'.t'U`ltr"ff, Iy lar�:C'W SCISHame i lagln i UseraegWratim i H.Mpla i Submit Suchage i Statsa Fads i PubgmHans i FBCSt ff i BCLSSIs Map i Links I search Florida p ,„� , Product Approval ;a USER Publker Us Product Anmoval Menu > Product or Aaaacstind SMrch> Aoogmnan List > Appnaetion Detail FL # Application type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Emali Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code R_gSSS-R4 Revision 2017 Approved UNION CORRUGATING COMPANY 701 S. KING Si FAYETTEVILLE, NC 28301 (910) 483-0479 Ext 256 jstieby@unlonconugaUng.com John Stleby jstleby@unloncanugating.com Structural Components Roof Deck: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Bala Sockalingam PE-62240 Keystone Certifications, Inc. 09/07/2027 Yoosef Lavl, P.E. ., Validation Checklist - Hardropy Received FL955S R4 COI Certifirateindeoendence.odf Standard Year - - -ASTM E1592 - — - - - -- - - -- - -- - -2005- - FM 4470 2012 https:/Avww.goridabuilding.org/pr/pr app d0.aspx7param--wGEVXQwtDgtvOROQkZA5RESEOgziUdl7ntuF1u2jC5s%3d 1/3 r.vuu.y nYNIVrYI rICY1Vu rICY1VY � VNYVII V Date Submitted Date Validated Date Pending FBC Approval Date Approved SummarV of Products 08/2,3/2017 08/28/2017 09/09/2017 12/12/2017 FL U Model, Number or Name Description 9555.1 5V Panel 29 ga., 24" wide, through fastened panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluatlonReportC2172 Lod Approved for use outside HVHZ: Yes Verified By: Bala Sodcalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-70.25 Evaluation Reports Other: Uplift load of 70.25 psf @ support spacing of 24" o.c. FL9555 R4 AE EvaluatlonReoor=172 1 ndf Created by Independent Third Party: Yes 955S.2 MaSterRlb Panel 26 ga., 36" wide, through fastened panel over steel supports limits of Use Installation Instructions Approved for use In HVHZ- No FL9555 R4 N EvaluatlonRenartC2172 2.ndf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: WA Created by Independent Third Party: Yes Design Pressure: +N/A/-47.2 Evaluation Reports Other: Uplift load of 47.2 psf @ support spacing of 60" o.c. FL9555 R4 AE BmIuatloniteoortC2172 2.ndf Created by Independent Third Party: Yes 9555.3 MasberRib Panel 29 ga., 36" wide, through fastened panel over steel supports Limits of Use Installation Instructions Approved for use In HVHZ: No FI5555 R4 U EvaluationitenortC2172 3.13df Approved for use outside HVHZ: Yes Verified By: Bala Sodolingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +27.1/-37.7 Evaluation Reports Other: Design load of 27.1 &-37.7 psf at support spacing of 48" o.c. FI9555 R4 AE EvaluatlonReoortC2172 3.ndf Created by Independent Third Party: Yes 9555.4 Masterl1lb Panel 29 ga., 36" wide, through fastened panel over wood supports Limits of Use Installation Instructions Approved for use In HVHZ: No F79555 R4 H EvaluatlunReaor[C2172 4.ndf Approved for use outside HVHZ: Yes Verified By: Bala Sodcalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +27.1/-36.2 Evaluation Reports Other: Design load of 27.1 &-36.2 psf at support spacing of F19555 R4 AE EvaluationReoortC2172 4.odf 48" o.c. Created by Independent Third Party: Yes 9555.5 MasterRlb Panel 29 ga., 36" wide, through fastened panel over nom. 1" x 4" wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ- Yes FL9555 R4 It EvaluationReoortC2172 5.adF Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-138.9 Evaluation Reports Other: Uplift load of 138.9 psf @ support spacing of 24" o.c. FL9555 R4 AE EvaluatlonReaortC1172 5.odf Created by Independent Third Party: Yes 9555.6 PBR Panel Min. 26 ga., 36" wide, through fastened roof panel over open steel supports Limits of Use Installation Instructions Approved for use In HVHZ: No FL9555 R4 II EvatuationReaartC2172 6.odf Approved for use outside HVHZ: Yes Verified By: Bala Sodmlingam PE 62240 -- Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure:+96/-163 Evaluation Reports Other: Design loads of 96 &-163 psf at support spacing of 20'-o.e. F0555 R4 AE EvaluatlonReportC2172 6.12df Created by Independent Third Party: Yes aack r:¢3 Contact Us :: 2601 Rlalr Stone Read, Tallahasee FL 32399 phone: 850•487-1824 The State of Florida is an Aft TM employer. Cpn7rlaht 2007-2013 State of Florida.:: Pdww Statement:: AmeWbitty Statament :: Remnd Statement Under Florida law, =all addresses are pubac records. If you do not want your e-mall addrea released In response to a pubOeieards request, do not rend elechorde httpsJAWNWfioddabuilding.orgfpr/pr epp d0.aspx?pamm=wGEVXQwIDgtvOROQkZA5REBEOgziUdl7ntuFlu2jC5s%3d 213 one. The emella provided maybe used rar o0ldal iommunimtim wHh tha Oo—n . However emnll addresses addrem,,please ptnvlde the Department wlth an email addnmi whidi an be made available to the pubOm To e produatAPpr°valAmapo:- .Z: ®RIm httpsltwww.foridabuRdirig.org/pr/pr app dtl.aspx7pamm--vGEVXQwDgtvDROQkZA5RESEOgziUdrfntuFlu2jC5s%3d 3/3 EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA. MASTERRIB PANEL' OVER STEEL SUPPORTS FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 9555.2-114 STRUCTURAL COMPONENTS ROOF DECK Prepared For: Union Corrugating Company 701 S. King St. Fayetteville, NC 28301 Telephone: (910) 483-0479 Fax: (910)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) Load Span Table (1 Page) Report No. C2172-2 Date: 8.20.2017 20 , ZG k-1 Manufacturer: Product Name: Panel Description: Union Corrugating Company MasterRt'b Panel 36" wide coverage with 3/4" high nibs at 9" o.c. -FL 9555:2-R4- C2172-2 8.20.2017 Page 2 of 3 Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Support Description: Min 16 ga., 50 ksi steel. (Must be designed by others) Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 Design Uplift Pressure: 47.2 psf @ maximum support spacing of 60" o.c. (Factor of Safety = 2) Support Attachment: #12-14 x 1" long self -drilling screws with washers At end supports @ 3.5"-5.5"-3.5" o.c. across panel width At intermediate supports @ 9" o.c. across panel width Sidelap Attachment: %a"-14 x 7/8" long SDS with washer @ 30" o.c. Test Standards: Roof 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 1507A. 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 uplift 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 FBC 2017 Section 1505 and current approved roofing materials directory for fire ratings of this product. FL 9555.2-R4 C2172-2 8.20.2017 Page 3 of 3 Supporting Documents: AM E1592 Test Reports Farabaugh Engineering and Testing Inc. Project No. T163-06, Reporting Date 6/7/06 FM 4470 Test Report ENCON Technology Inc. C1583-2, Reporting Date 7/24/08 PANEL FASTENER BE PANEL SIDELAP-\ ® 9' O.C. 9' O.C. MASTERRIB INTERIOR SUPPORTS PANEL A MIN 16 GA STEEL. (DESIGNED BY OTHERS) PANEL FASTENER 3.5-5.5'-3.5' O.C. 9' O.C. MAEERRl6 PANEL END SUPPORTS MIN 16 GA STEEL (DESIGNED BY OTHERS) TYPICAL PANEL INSTALLATION X—SECTION MMASTERRIB PANEL MIN 16 GA STEEL (DESIGNED BY OTHERS) I I PANEL FASTENER ® 9' O.C. SIDELAP FASTENER MANEERR18 PANEL 1/4'-14 SOS WITH PANEL FASTENER WASHER ® 30' O.C. 12-14 x 1' LONG IDS WITH WASHER MIN 16 GA STEEL (DESIGNED BY OTHERS) PANEL SIDELAP - FASTENER O.C. SIOELAP FASTENER 0 30' O.C. SIOELAP FASTENER PANEL FASTENER 0 30' O.C. 3.5'-5.5'-3.5' O.C. MAX 60' O.C. 'r (SEE LOAD SPAN TABLE FOR ALLOWABLE LOADS AND SPANS) SECTION VIEW GENERAL NOTES: 1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE fFBC). 2. ROOF PANELS SHALL BE 26 GA (I v 0.017'). 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 SHALT. 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 UNION CORRUGATING COMPANY MasterRib Roof Panel 36" wide, 26 ga. (min) Steel Panel over Steel Supports Span Condition Loading Type Allowable Load (pst) Support Spacing (ft) 1.50 1.75 2.00 2.50 3.00 j 3.50 4.00 4.50 5.00 Two Span Uplift 138.3 118.5 103.7 83.0 69.2 59.3 51.9 46.1 37.7 Three Span Uplift 157.2 134.7 117.9 94.3 78.6 67.4 58.9 52A 47.2 Four or More Spans Uplift 151.3 129.6 113.4 90.8 75.6 64.8 56.7 50.4 44.1 Notes: 1. Allowable load for each condition is the smallest toad calculated based on fastener capacity, panel strength and and deflection limit of Ul80. Allowable loads are calculated for minimum 26 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 E1592 tests at 5' 0" span 4. The panel fasteners are #12-14 x 1" long self drilling 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. S. Sidelap fasteners are 1/4"-14 x 7/8" long self drilling screws with washer at 30" o.c. 6. Steel supports are minimum 16 ga. All supports must be designed to resist all loads imposed on the panel. 7. The panels may span from eave to ridge or rake to rake. 8. Panels must be installed as per Evaluation Report FL 9555.2 and Union current installation procedure. 1216 N Lansing Ave., Suite C Tulsa, OK 74106 918 492 5992 a.�oataa t e ataaa w V ;Wit o g'C PI E P Off• FlOF:' too+ a� 2C! l-7 Bala Sockalingam, Ph.D., P.E. PE 62240 naRNAtlEoAATMtM SlF a '� Busies & Prnfes5ional�egulation Mi _ BCISHome r u,gln ; User Registration i Hot Topics I Submit Surcharge Statsa Facts I Publkadons I FBCstaff j BOSSIte Map ! Unks I Search . d Product Approval (� � USER: Public User d—bpr.lY�gr PJodud Aooroval Menu > ProduQ or AoorioBon Search > A0yga Ust > APPlicanon 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 Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL8888-R5 Affirmation 2017 Approved ASTA DOOR CORPORATION 4255 MCEVER INDUSTRIAL DRIVE NW ACWORTH, GA 30101 (770) 974-2600 Ext 208 JFRENCH3@ASTAD 00 R.COM JAMES FRENCH JFRENCH3@ASTADOOR.COM James French po box 420 acworth, GA 30101 jfrench3@astadoor.com Mike Alvis P.O. Box 420 Acworth, GA 30101 (770) 974-2600 Ext 248 malvis@astadoor.com Exterior Doors Roll -Up Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Joseph H. Dixon, Jr PE-7768 National Accreditation and Management Institute 12/31/2018 Gordon Thomas, P.E. Valldation Checklist - Hardcopy Received FL8888 R5 COI Financial Indeo 102709 odf Standard Year ASTM E330 2002 DASMA 108 2002 https://w m.fioddabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQvADgtYtsw8jP6BrAlPacP/oNuYVBPcWZIa/,2fflF°/a2fCc°/a3d 115 11Ozu 10 Sections from the Code Florida Building Code Unline v I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A FL8888 R5 COC Affirm for FBC 6th 2017 FL8888 Asta s.odf Product Approval Method Method 1 Option D Date Submitted 10/06/2017 Date Validated 10/06/2017 Date Pending FBC Approval Date Approved 10/07/2017 Summary of Products FL # Model, Number or Name Description 8888.1 203 Windlock Commercial Sheet Maximum design pressure for 8' wide by 21' high door. Lower Door design pressures calculated for up to 20' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL8888 RS II 27013 - 200 Series Install sealed.odf FL8888 RS II 29031 203.odf Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +113.SMax/-113.SMax Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/-35.0 Evaluation Reports psf FL8888 RS AE ER-07-0005-113 022212 0011 odf Created by Independent Third Party: Yes 8888.2 233 Windlock Industrial Sheet Door Maximum design pressure for 8' wlde by 21' high door. Lower design pressures calculated for up to 20' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL8888 R5 II 27013 - 200 Series Install sealed.ndf FL8888 RS II 29031 7.33.odf Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL. No. 7768 Design Pressure: +95.9Max/-95.9Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/- 37.5 Evaluation Reports psf FL8888 RS AE ER-07-0005-113 022212 0011.ndf Created by Independent Third Party: Yes 8888.3 320 Commercial Slat Door (20 Maximum design pressure for 8' wide by 21' high door. Lower Gauge - Flat Slat) design pressures calculated for up to 20' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No FL8888 R5 II 27013 - 300 Series Install sealed.odf FL8888 R5 H 29031 300 Series.odf Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +138.3Max/-131.3Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +42.7 / Evaluation Reports -39.7 psf FL8888 R5 AE ER-07-0005-113 022212 0011 odf Created by Independent Third Party: Yes 8888.4 322 Commercial Slat Door (22_ Maximum design pressure.for 8' wide by 21' high door. Lower Gauge - Flat Slat) design pressures calculated for up to 20' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +128.SMax/-121.SMax Other: Design pressure at test door width of 16' = +41.4 / -38.4 psf FL8888 RS it 27013 - 300 59r'le2 Install a la ed.odf FL8888 R5 II 29031 300 Series.odF Verified By: Joseph H. Dixon P.E. FL.No 7768 Created by Independent Third Party: No Evaluation Reports FL8888 RS AE ER-07-0005-113 022212 0011 odf Created by Independent Third Party: Yes 8888.5 324 Commercial Slat Door (24 Gauge - Flat Slat) Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 20' wide by 21' high door. I i hftps://www.floddabuilding.orgfpr/pr_app_dU.aspx?pamm-✓GEVXQwtDgtYtsw8jP6BrAlPac%2fuYV8PcWZl%2fflF°/u2fCc°/a3d 2/5 1%L/2UJd Florida Building code Online Limits of Use - Approved fdr use in HVHZ: No , Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +118.iMax/-111.1 Other: Design pressure at test door width of 16' _ +40.0 / -37.0 psf 8888.6 418C Rolling Steel Service Door (18 Gauge - Curved Slat) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +132.2/-132.2 Other: Design pressure at test door width of 16' _ +/- 32.9 Psi 8888.7 1418F Rolling Steel Service Door (18 Gauge - Flat Slat) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +127.6Max/-127.6Max Other: Design pressure at test door width of 16' _ +/-49.3 psf 8888.8 420C Rolling Steel Service Door (20 Gauge - Curved Slat) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +124.5Max/-124.5Max Other: Design pressure at test door width of 16' _ +/-32.2 psf 8888.9 420F Rolling Steel Service Door (20 Gauge - Flat Slat) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +119.3Max/-119.3Max Other: Design pressure at test door width of 16' _ +/-47.7 psf 8888.10 422C Rolling Steel Service Door (22 Gauge - Curved Slat) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +118.2Max/-118.2Max Other: Design pressure at test door width of 16' _ +/- 31.6 psf 8888.11 1422F Rolling Steel Service door (22 Gauge - Flat Slat) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +112.5Max/-112.5Max Installation Instructions FL8888 R5 II 27013 - 300 Series install sealed.odf FL8888 R5 II 29031 300 Series Ddf Verified By: Joseph H. Dixon P.E. FL.No. 7768 Created by Independent Third Party: No Evaluation Reports FLAB88 R5 AE ER-07-0005-R3 022212 0011.Ddf Created by Independent Third Party: Yes Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Installation Instructions FL8888 R5 II 27013 - 400,600 Series Install sealed.Ddf FL8888 RS If 27013 40OC series sealed.Ddf Verified By: Joseph H. Dixon P.E. FL.No. 7768 Created by Independent Third Party: No Evaluation Reports FL8888 RS AE ER-07-0005-R3 022212 0011,pdf Created by Independent Third Party: Yes Maximum design pressure for B' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Installation Instructions FL8888 R5 If 27013 - 400,600 Series Install sealed.odf F1,8888 R5 iI 27013 40OF series sealed.odf Verified By: Joseph H. Dixon P.E. FL.No. 7768 Created by Independent Third Party: No Evaluation Reports 6B888 R5 AE ER-07-0005-R3 022212 0011.Ddf Created by Independent Third Party: Yes Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Installation Instructions FL8888 R5 1I 27013 - 400.600 Series Install sealed.odt F1,8888 R5 IT 27013 400C series sealed.odf Verified By: Joseph H. Dixon P.E. FL.No. 7768 Created by Independent Third Party: No Evaluation Reports FL8888 R5 AE ER-07-0005-113 022212 0011.odf Created by Independent Third Party: Yes Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Installation Instructions FL8886 R5 11 27013 - 400.600 Sees Install s aled.tidf FLB888 R5 If 27013 400F series sealed.odf Verified By: Joseph H. Dixon P.E. FL.No. 7768 Created by Independent Third Party: No Evaluation Reports FL8888 RS AE ER-07-0005-R3 022212 0011 odf Created by Independent Third Party: Yes Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Installation Instructions FL8888 R5 fI 27013 400.600 Series install sealed cdf FL8888 RS 11 27013 400C series sealed odf Verified By: Joseph H. Dixon P.E. FL.No. 7768 Created by Independent Third Parry: No Evaluation Reports FL8888 RS AE ER-07-0005-R3 022212 0011 odf Created by Independent Third Party: Yes Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Installation Instructions FL8888 RS II 27013 - 400.600 Series Install sealed.ridf FL8888—R5 11 27013 400F series sealed.odf Verified By: Joseph H. Dixon P.E. FL.No. 7768 Created by Independent Third Party: No Evaluation Reports https:llw .floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgtYtsw8jP6BrAlPac%2fuYV8PcWZI%2fflF%2fCc°/a3d 315 riunua ouitumy l uuu t,nnue Other: Design pressure at test door width of 16' _ +/-46.4 - FL8888 R5—AE ER-07-0005-R3 022212 0011.Ddf Created by Independent Third Party: Yes psf 8888.12 424C Rolling Steel Service Door (24 Maximum design pressure for 8' wide by 21' high door. Lower Gauge - Curved Slat) design pressures calculated for up to 24' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No F118888 R5 11 27013 - 400.600 Series Install sealed.odi FL8888 R5 I1 27013 400C series sealed. odf Verified By: Joseph H. Dixon FL.No. 7768 Design Pressure: +110.8Max/-110.BMax Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/-31.0 Evaluation Reports psf FL8888 R5 AE ER-07-0005-113 022212 0011.ndf Created by Independent Third Party: Yes 8888.13 424F Rolling Steel Service Door (24 Maximum design pressure for 8' wide by 21' high door. Lower Gauge - Flat Slat) design pressures calculated for up to 24' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R5 II 27013 - 400,600 Series Install sealed.Ddf F18888 R5 It 27013 40OF series sealed.DdF Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +105.3Max/-105.3Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/-45.0 Evaluation Reports psf FL8888 R5 AE ER-07-0005-R3 022212 0011 odf Created by Independent Third Party: Yes 8888.14 618 Insulated Roiling Steel Service Maximum design pressure for 8' wide by 24' high door. Lower Door (18 Gauge) design pressures calculated for up to 24' wide by 24' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL8888 R5 II 27013 - 400,600 Series Install seated odf FL8888 R5 II 27013 600 series sealed.Ddf Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No 7768 Design Pressure: +198.8Max/-198.8Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = +/-51.8 Evaluation Reports psf FL8888 R5 AE ER-07-0005-113 022212 0011.Ddf Created by Independent Third Party: Yes 8888.15 620 Insulated Rolling Steel Service Maximum design pressure for 8' wide by 24' high door. Lower Door (20 Gauge) design pressures calculated for up to 24' wide by 24' high door. Limits of Use Installation Instructions Approved for use In HVHZ: No FL8888 RS II 27013 - 400.600 Series Install sealed.Ddf FL8888 R5 II 27013 600 series sealed.odf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +187.7Max/-187.7Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = +/-50.8 Evaluation Reports psf FL8888 R5 AE ER-07-0005-R3 022212 0011,01' Created by Independent Third Party: Yes 8888.16 622 Insulated Rolling Steel Service Maximum design pressure for 8' wide by 24' high door. Lower Door (22 Gauge) design pressures calculated for up to 24' wide by 24' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 RS Ii 27013 - 400,600 Series Install sealed.ocif F1,8888 RS II 27013 600 series sealed odf Verified By: Joseph H. Dixon P.E. FL.No.7768 Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +178.9Max/-178.9Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = +/-50.0 Evaluation Reports psf FL8888 R5 AE ER-07-0005-113 022212 0011 odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Ronda Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Pnveev Statement :: Accessibility Statement :: 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 mall to this entity. Instead, contact the once by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if 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 an be made available to the public To determine if you are a licensee under Chapter 455, F.S., please click fir1S.. product Approval Accepts: ® IRWETII *011 E9 RE https:dwww.iloddabuilding.orgipr/pr app_dll.aspx?paramZvGEVXQwIDgtYtsw8jP6BrAlPac%2fuYV8PcWZI%2f8F%2fCc%3d 4/5 nm mu ounumy wue vnnuo p Credld Card Sale https:lAvNw.fioridabuilding.org/pr/pr app_dtl.aspx?param--vGEVXQwtDgtYtsw8jP6BrAIPac°/,NuYVBPGWZI%2f8F°/,2fCc%3d 5/5 �A:T1. USE W-16Y 1.1/E• NET HEAD OOLTB. USE IW K Z11E' HEX NOT SLEI:VEANLHOPS .� r.�. g� AW — % O- iii .w (p� fOP 6TEEL.WIB.U6E Ild %1'6E1F-OPILWO EORLONDNBOMS THi Ij a•Ka.1/e 16•-p• /// •i•,(`•� /�� ®Fi ELPLW'+AND FASIFHED6'FPOY FLOOPAND FIIPAN56]N BAND FASTENED a' FIGUM /� 1L�dr p 6PALEDAT O'ON LENTFATNE{iFAF1Ep, EYFEDYFMANp iA5TFl1®6'PNON __._--�__ °+y' �1• ✓(� O ••\ F111pPANO6PAfEE) AT N' ON 3:- . ... CENTEP TNEPEIIPIEP.' I . !!! z.• �.. ]6nNLEYIXIYUY / �i3sow �TMILKNF86 HEADSTOP �I I+] • �' CURTAIN _ I/P 26 GAUGE GALVANIZED STEEL GALVANIZED ACCORDING TO \\� MAX STEEL JAMB CONCRETE JAMB AS.T.M. A653-660 AND FINISHED WITH BAKED EPDXY 2, •. p• PRIMER AND BAKED POLYESTER TOP COATISEE NOTE I.) ].Ilo �-.I I.are• I. •y 1/d• 111 3' MAY Lvno• 112- GUIDE INSEH ER. ELODK DETER. ATnvcmnu STEEL 0 )SEE NOTE 2) HEAVY DUTY FjUIDE CUR INTERIOR ELEVATION OOTDOOR MA"W"6 TOM ANDIE SEAM R'XTXLI6' DETAIL DUAL STRULANGLE SIEELANGLE 8• 1/PMTWASHuifl r5 We HE OS OP y6'µ+p01$TYPILAL DR LIIP �\�/1�pC I � t6. iN•QOHURa NUT \ .GQBRUGATED SHEET I/e•LOCK I ONELOLKLOGTEDAT EACH ENO OF CURTAIN. NOTES: 1. STEEL MR MIUIUGATEO SHEET ASTM-AOSA WITH A MIMMUM YIELD STRENGTH OF SD OK AND IRJSIIESRIENGTH OF H2 NSI. IGRADE 6D1 2.ONDEH ROLL FORMED Ilz) DAUDEI.110'-RD°IGAO`M14ED STEEL. D. G0)EvIWERTPoNIzEGS1 LMND LVA CUP FASTENED d. IATTHTEEO GALVANGT])STEELWW ONFOCUPFARUGEP WR IDE &16'XAdo'PoPRNETS ON FOUR CORRUd1TON5 PER HIpEOF FACHSNEET. V4%20XI.IIC TRVSSHEAD Swm SIDE ELEVATION .e R.a12 2]0' 800' TiE• AITCIaPATe J_ TP }(23 �1. BOTTOM RAR 2.60v •a°P' MACHME WND� Deq sv.� m WINOLOCK CLIP GUIDE INSERT -� (SEE NOTE Oa (SEE NOTE 3.1 ��� 16N �� 10 1s 15 am OAD O.�+UYleakw0nu ler Y2lam fmmXeM%luuvau4Wlbn bE°hr'"L.nlnl^"^+NYD'0^uun /vim d]SS MBEum4tllvbiB dNe /�7.iC/ AcwvOt a]Om1 ARA D.�voaym PIInnTT]R B]dQ6kINE az R]O)B>d-tdE6 Wop MIN, a+vz.i010tlm,[yn 1/1'-20%1.VE• TIDIS41ffli0 HOLE a�SOLT LOOK SIPWTUPAL STEFL ANGLE HOTTOMASTPADLL MAT OAS SEA ..21 0.21 Model 203 Windlook Commercial Sheet Door 6 E ,,,, PIA 113_1 01A 203 2w pp,] "IT ILnat 11.21 l0 11 Tm SEE I... WE ]W am DAt] eaIT 1FSTSVE 16'WIDE%6'IDGH LESILN PRF8HURE ±35.0 TEHTGPII571 tS2.S w/aYYXa W'TATENaW FIX6F8 Fpn AEIDWRMpppiM W16YMOlpCFRN@011 LABwYlO11p 11.11 1]zm 12 1] SEA E88 ssA E0.0 aS 1m 8an LOq MAYIMUM612E 2WWIDEx21'HIGH v��c.MUiFS TF9TLOfAIKIN OFRIIREOTESIWOIABOMIOPES 1P52NAP000HEEPWO MOeOwRET°e''YI TE6f WpR 10'W00%iIWXGkitlYaYOIbEC.paOAip su1C.W w1E45NP£TEBTWXq,C1Epw ACIXwWtCEVAMA6MENG@ Ida]I 11.21 IE IB Ev ]OA dl] MA A] aW pAIT OAII TOIED.VICk9 FNACTIONzz 1/a2 OFbGXwweiM69.VcWLW1Ee TLpIE%'BICBFggYIryFp'YX9a IMEdAaS EVWlDU1I69MVITg9FGLgAgE9 WgTryQIOsrWpIL 114PffiA16TYi r1RLUPMtt WNp11L6,IwAAOCKCLWSGIbxs GuvEAWi126AIpyY8A1(JOIM28VlLLYL PFw11650)TH AWFpi01O6YMEyYEA5rID5Ew TIFTEsrMLR RpIpLp MAr TF WOPDGp5111VL1ED 11EflA16FlN4LOPAIDq W0119. 10.21 IT.SI Ia.a la.al M.al 10 17 li 11 A ]TA 11.0 ae.1 aea 2. SSA 3I.8 ]AI 3&] 2Ed SIG aW >m 2M 2M .17 E.11 ��•Ny�' S. eaII M. AXIS 3%)I• Alp5 az6 REFERENCE D1LTE6TRENREa]jy'Y[ EVAIIMTON R8Oi1TaER-0]A185 ' ......�.��. ._ "IT a0n nL171 RPAWNRY: A'S D]UF: sisal PEVCiEh.6]OI t . 7/13/2018 FloridaWiiding Code Online rgm.-.. Berm me I WOft, uevgeetstd.'-I xoi-ream I. sabmasuvdw e I sealsaF� I PumiratlOre I coccus sas Sior Map I- Lela I search I � FlIXtii3. % dbpr prcdubApptoval i rsrn{nx+ _ Gr6Eirct xoorovai ntenu> omduR a agnlldtron search a 920iwaan.tkt> Apppratign petaa FL S FU7996-Ri - Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Elixir Door and Metal Company Address/Phone/13natl 1215 Pope Drive Dougfaa,' GA 3I533 (912) 493-2215 ryarben y@elixirdmc. mm Authorized Signature Randall.Yarberry ryarberry@elixirdmcaom Technical Representative P.C. Product Design Group Address/Phone/Email PO Box SM77S Longwood,FL 32752 (3211 690-1788 Info@ptc-coip.mm Quality Assurance Representative Address/Phone/email Category Exterior Doors Subcategory Swinging Exterior Door Assembiles Compliance Method Certification Mark or listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural ManufacturemAssoclation, Referenced Standard and Year (of Standard) Standard .Year ASiM 15= 2002- 'Equivalence of Product Standards Certified By �• I affirm that there are,no changes :In_the new Florida Building. Code wldcG affe , my product(sj and my fjroduG{sj"Are in rnmplianeewith ttie new:Florlda.Hutldtng Code. Documerita(ionfromapprcyo:pmluationnr Vagdation Entity ;Dyes GIRO k,'WA . FL77998rR1-'CDC"Affirmation^FB17g96�a18-1208s3 edf Product Approval Method Method I:Otmon A nLW �g P•r�.luWitdd�u.croloNor aoo dg.aarox?daraimvGEVX(iwtDauTldhTaK2%26d3R%2b%2bN°5Mfios9RCbMU%2biRDoso3ZdGIXKWo3d... 115 711312018 Date Submitted Date Validated Date Pending FSC Approval Date Approved Summary of Products Go to Page I Florida Building Code Online DIM/2018 01/29120/8 02/04/'M V ® Page l/20 0 FLS Model, Number or Name Description 17-996.3 J,Sedes 202-MS Steel Door Series -205 5tee1 O.S. Door w) Vertical Slider VAndow Limits o4 Use Approved for use in MqM No CergFieatlon Agency Certificate P47996 RI C CAC EXR 202-.� Verdcal Sillier ASTM E330 Rtus5:udf - Quality Assurance Contract. Expiration Date 12103/2PI.81 Installation Instructions -FL 7995'R1 II'ELNO034 Rey'A Series 202205 SSodd Approved for use outside JIVHZ Yes -Impact Resistant: No. Design pressure: +30/-30 Other Verified'By: RobertJ. Amoruso, PE: FL.PENo. 49752 Created by Independent Third Party: Yes Evaluation Reports Fl 17996 Rl AE`PER 1642 Rev3415�0705-W&df Created by IndependentThird Patty:: Yes_ . _ -17996.2 :Series 230 W9 Steel Door Series 230 W9 Steel O.S. Door, w/ Cottage Window .Limits of Use .. .. .. Approved.far usalnHVHZ.No Certification Agency Certificate - rm7996 R3 C rsC'EXR go W9,C�ttaae A5TM:E330 Wus5oilf' ...°_. _ .._ .. Quality Assurance .Contrac :ExpiratlomDate 12/03R038 Installaton Instructions 'FLI:,M6 R1 II EUX0031 Re A'Se 'gs230W95S odf Approved for use outside, HVM Yes -Impact Reslstant No Design Piessure: +30/ 30 Other. Verified'By RobertJ. Amoruso, PEFL.PENo: 49752 Created by Independent third Party: Yes' Evaloatfon1teports FL27096 RI AE:'PER. 1642 Rev3''4154705 &It�f Created by independent.Third Party: Yes -17996.3 Series 402-14- {Fnyl,Steel Out -Swinging Regularpoor-141xWWindpw Limits of Use Approved for use in'HVHZr No 1pproved for use outside HVHZ: Yes Certification Agency Certificate. . f1:17996 '111 C CAC EXR 402-14 E330 2i laa f Quality Assurance Contract Expiration" Date', -Impact Resistant No Design Pressure: +401-40 Dther; - ,09/142020 Installation Inshiretlons, Er i7996 RI' ii ELiX0050 REV-A'OS MODEL 462-14 ss odf Verified .Byi-Rabert1. Anioiuso, PE:FL PE No. Created by independent Third Party: Yes Evaluation Reports. R 17996. RI AE PER 1951. Revia 415-MSSS.odf Cieated-by IndeperidentThlyd Patty: Yam" - 17996.4 Series 402205 Vinyl Steel Out -swinging: Re9ular.poor-2W slider window - Limits of Usa.... -. ._ - - - CerNiSeatia t an ry Certificate Approved ,for .use in HVHZL No Approvedforusgoutslda-HVHL_•Yes 4Dz-zaS E330.o1u35•otlf Quatity;�Assuraice. Contract Expiration Date - ' Impact Resistant:No 09%142020 .. . 'Design Pressure: +40/-45 Instigation Instriiedons tiitberc Fi +7995 RI " 1- '-OOStREV-AOS-MWE6402-20S ssodf VaMed.By Robent3:Amorusa, PE FLPE Nar49752 Cieaiedby Independent:Thind Party: Yes' cY 179gA .R j vAE r ER' Fl 17996 RS,�AE�PER 1951 .Rev1a •415-b7it5 -ssodf Created bylh4owdent Third _Paiiyd'.Yes- '- - - - - - �;moc-e e.-`w...r»wm S.ov..r n. wy...L^^rv-.y4-�.li.r✓.-or..k. •; ':..w..� Limits of Uso - - -Approved for use In HVHZ:: Nd Approved' for use: outside HVIM.Yes CsrUfia ;aa Agen, cy Certlicate FC27996'R1 C CAC EXR 407 E330 olus5.ndf Quality Assurance Cootract"Expttation-Date Impact catiia',ou`.., Design pressute: +40/-45 Other, r Iratalfation Inst?uctipns FL77996 R1 ]I'ELiX0052 REVA'OS MODEL 407'ss odf Veij6ed.By:-Robert1Amorusoe PE FL PE No, 497R - Created by lndependentThird Party: Yes Evafuation Reports FL17996'Rl AELPER 1951'Revla'415=0705 ssodf `CreatrA byindependent- hirdTartY4Ye5 hops:/Iwww:tioddabuild ng:orglpr/pr app_dD.aspx7pafant=erGEVJ(QwtggUTiuhTgK2%26d3R"/a26.%2bN%2f8fjDsgRCIOMW.;triRDgsg3Zd©1XIw%3d... 215 .7/13P2018 Florida Building Code Online 17996.6 Series 43D W9 Vinyl Steer Out-swinging.Regular .Door -9-ute Window (1'8°x 3`0°) Limits of Else CeRlfication pgefrcy Certificate Approved for use In Ff1/tiZ No Approved for use outsidefiVHZr Yes FLf7996 fil C GAC IXR 430-W9 E330 o u5 . df Quality; Assurance Cordract Enplraton Data Impact. Resistant: No 09/24/202D Design Pressure: +33/-40 installation Instructions Other: Fl 1799Q_$i II EUX0053 REV -A OS MODEL 430-W9 ss df Vedfied By: Robert]: Ameruso, PER PE No.; 49752 Created by Independent Third Party., Yes Evaluation Reports - FL37996 Al AEPER 1951 ROVla-415-D705-ss —f' Creaked' by Independent Third frartyi Yes - 17996.7 Series 64DO W9 Cottage Series 6400-W9 Non -Impact Inswing painted Steel Door w/Storm=Door Limits of Use Certification Agency Certificate Approved for use in WPM No Approved for use outs(de HVHZr Yes R37996 =Ri C: CAE- FXR 640D E330 olus5:pdf. Quality Assurance'ContraetExpiration Date Impact. Resistant: No 09/16/2019 Design Pres rurar+66/-56 Installation instructions Other. B 1�996 RI 11' ELiX0056 Rev -A IS MODEL6400-W9-WITH DOOW df - �. .STORM ss:o Verified. By: Robert].. Amoruso, PE. FL PE No. 49752 Created by IndependentTW4 Patty: Yes Evaluatioo.Repo[is - Fi17996 Rl AE`PER 1954 Rev2'415-0705 MPd Created by Independent Third Party., Yes -"......,.. . 17996.8 Series75DO Oval _ .Series 7560 Non-ImpactInswing Vinyl Laminated Stael:Door w/Adjusta bie Threshold Limits. of Use, Certification Agency Cerfdimto Approved for use In HVKM No EL77996,R1 C GeC"�EXR 7500 Oval 21 a'djustaole threshold. 'EM olus5.odF .- ... - .."...: .. : . Approved for use outside HVH2: Yes Impact'.Resisfant: No Quaitty'Assurance Contract Expiration Date Design Pressurer:+341-50 09/17/2019 Other: Installation Instructions._ .. EL17 6 RI II' S5 ev-A35M00 7500'OVA 21 WITH' ADJUSTABLE.FHRFESHOLD"55.n2f ' Verified By. Robert I Amoruso;: PE FL,PE'No. 49752 - Created try lndependentTliird Party., Yes - R,valuatton:Reports' .F117995 R1 AE-PER -1955 Re02'-415.0705 ss,jpd Created by Independent Third Party:. Yes 1799&9 Series 7SOO Oval Series 7500 Non -Impact Inswing Vinyl Laminated Steel Door 'w/Storm Door and PVC iambs Limits of Use Certification Agency Certificate .. , Approved for use In KVHZr No FL37996'Rl C'CAC +EXR7500 Oval 23,E330.mtus5:odf QeaOtyAssrnrance Contract Expiration Date .. . Approved foruse.outside.HVHZ: Yes Impact Resin.... No 09/162019 - Deslge Pressure, +501-50 InslallatlowInstructions Other FL37996 RS ii ELI-xomil Rev-A-LS'moncL sTR7500 23 OVAL WrMSTORM DOOR. ss-odf - VerMed By: Roberti. Am mso, PE FLEE No.-49752 Created by Independent Third Party; Yes 'Evaluation.: Reports; R 17 WR1 AE PER. 1955 Rey2.4d5=070 ss:odf; Crea" by ItlogpendentThlyd ParlY,; Yes 17996.10 Series:$400 W@ Cottage. Ser1es$4DD-W9:Non-Impaq-Oval. inswing Vinyl laminated Steer Doorw/Storm=Door . Limits at Ue, Certifiration Agency Certificate ._ .. Approved: for use In HVHZ- No.. _ _ _ _ _ _ 'FL1799600- `RI CCRC -EXR: 84E33O olusS dam'_ Approved for use outside tiVHZ,, Yes QuaiWAssuraece Contract 9xviration Date ImpactResist4nt: NO 09/162019 Zesiyn Pressure; +50/-50 installation Instructions .Others X0 FL17996 R1 11 ELI057:Rev-A-IS MODEL. 8400-W9; OVAL WLfH�5T00.M'DOOR"a.Pdfi ,_-`_ . _ ... Verified. By,,Robert J.:Amomso, PE FL. PE -Km 49752 Created by independent Third Party:; Yes. Evahadlon ReOotts - FL17996.R1'A R'1 4:Rev-415-07Q5 w.pd Created by InCependentThirdParty: Yes 17996.11 Series 9000 SedeS.9000 Noir Impact Imwing:Viinyl Laminatad.Steel Door - w/Storm Door htfpsJ/wiyw.fladdabuilding.orglpr/pr app d0.aspx7param=wGEVXQwlD, uTjuhTgK2T.2bd3R e26%o2bN°la2t'BfjWRC1oMU°le2bfRUgsg3ZrlGjXhW.3d... 315 7/13/2018 Flodda Building Code Onl"me Limits of Use Approved for use in.HVHZ:No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +501-50 Other: 'STORMDOOR'ss.oslj' " Certification Agerv: CerMca,w R.17996 Ri C'CAIF,-'FkR 9000SO E330 pR55 .off QUAdif r.Assurence Contract: E iration Datle 09/1612019 Installationlnstruetions FI X0058 Rev -A i5 BLANK 9002 DOOR W. .. .. . Verified; By: Robert J. Amoroso, PE FL. PE No, 49752 Created by Independent ThirdPatty: Yes EYaluation`Reports Fr lTo96�RI AE'PER 1954 ReV2 415-0705 ssodf Created'by IndependentThiM Party: Yes 17996.12 " Series 9400 Cottage 'Series 9400-W9 Non -Impart Inswing Vinyl Laminated Steel .Door w/Storm boor - um(tsof Use Approved for'use In HVHL• No -Approved for use outslde.HWHZ.• Yes Impact'Resistanb No Design: Pressure: +501.5D Certification Agency Certificate FL17"6,Ri CCAC EXR3400E330olus5.odf Quality Assurance. Contract Expiration Date,. 09/102019 Instigation Instructions FLr79cis'"col. mFlaxnn90Rev-A.IS MODEL 9400-W9 COTTAGE W.,STORM: DOM ss.odf - Verified By: Robert J.'AmoNso,. PE FLPE Ka. 49752 Cr:eatedby Independent.Third;Party:, Yes' :Evaluation Reports FL 79955Ri AE PER 1954 Re 2 415-0705 ss adf Created byinddotndentThlyd Party:`Yes. 17996.13 Senes AFIF7N Serfes AFIF7N Non -Impact IS Fiberglass Poor .Limits of Use Approved for use In HVHZ- No Approved ..for "use outside:HVFM- Yes Impact Resistant: No Design Pressure: +381-38 Other: Certification Agency Certificate: FJ 117996 RI C CAC EXR AFIF7N E-330 pjgaS otlP Quality Assurance Contract Expiration Date 09/1412019 Installation Instructions fl�17996 Al ]I ELI%OO40AFIF7N-HFiF7N RevA 55 cacti Verified By: Roberta. Amo fuso, PE F,L.PE No. 49752" Created by: Independent Third Party: Yes Evelpation,Reporfs FC37946 $L AE'PER 1952 Rey2 415.0705 ss.P9f treated by Independent Third Fairy: Yes 17996:14 Series AF0F7N SerfesAFOFM Non -Impact OSFiberglassDoor Limits of: Use Approved for use In FIVHZ: No Approved for use outside:HVHL• Yes Impact ResLslantb No Design Pressure: +38/-38 OElier Certification Agency Certificate.:. .. I'r�oo6 R C CAC E%R AF0F7N E330 DIAS.odf. Quilrty.Assurance CoittractErQiiratiori Pate' ` ' 09/I412014 Installation Instructions ,Fl ISa4a 0.1 If rX004 AFOF7N BFOF7N- RevA'"ss-od1 - Verd ed By: Robert J. Amortzo; PE FL PE No.-49752 Independent Thirds Party: Yes Evaluation Reports IRECnsl[ed-6y RS AE. PER '1952 RlaV2 415-0765 Modf Created by independent7hird Party YW' 17996.15 Series AVIF7NSeries AVtF7N Non -Impact ISSteel .Door Limits of use .Approved far' use In HVHL• No: Approved for use outside HVHL• Yes Impact Res,Lstaub No Design Pres'sure: +251-25 Other:' - Certification Agency Certifleate F117946' RS C'C�''EXR`A\DF�M F330 olosS cdf Qaallty Assurance Contract. Expiration Date �041P512620,- Lunatladon�Xastruction9, " 'FL17996'Ri' II ELIX0047'AV1F7*SViF7N ReVX ssodf Veered Dr. Robert J. AMOMSo, PE FL FE No..49752 Created';by independent Third PartV:.Yes EvatuatiorlReparts ' pi 17o96R1 AE'PER 1953 Re'2 415-0705 sS bdf -Created ;bylndependent Thfrd`Party[ Yes- ' -- -- 17996:S6 SedesAVOF7N 5eriesAYO"N,N n-impactOS Steer bodrs Limits of Use Approved Approved for. use InHVH7_ No Approved for use outside HVHL•Yes Lnpact Resistant: No Desigri,Pressure: +211721 Other, Certification Agency,Certificate, FI 17996 Ri C GAC E%R Ain E330 olustivAt QrralltyAssurence Contract Fxplral"! - ,Date' 114/O6/202R Ittstatietion Instructions ri ioSd6 RI In%Fr.ixo048iAVOF7N BVOFIN:`ReLA ss pdt 'Verified By Ratiertl "ArnoresD,-,.PE FLPENo:49752 Created bytndependent'[hlyd Party: Yes 'Evaluatoh":Reports ,F61799 , R4 'AE'EER- 1953 Re 2 415-0705-ssndF. Created bylode'pen"demTtilyd':Party.Yas'.— -"... . hops://wivw.laridabuiUng.mg�pr/pr_app d0.aspx?param-NvGEVXQw1DquTluhTq%2bd3R%a2b°Jo2bNYr2Ws9RCIoMU%7bfRDysg3ZdGjXIwY<3d... 4f5 7/1312018 Florida Building, Code Online 17996.17 Series 8FIF7N SeriesBFIFSN Non -Impact IS. Fiberglass Door Limits of Use Certiflmtion Agenry,Certificate;.. , Approved for use In HYHL• No Approved for use outside HVHZ: Yes :F1.17996-RI C CAC': EXR:SFIF7N E330 olus5.adf Quality Assurance Contract.. Expiration Data - Impact Resistant: No .0911512019 Design presure: +381-38 Installation Instructions Other: 'FL17996 RI rI ELIX0040 AFIF7N-BFIF7N-ReyA SS ndf. Vedfled:By: Robert 3i'Amoruso, PE EL PE No:-497S2 Created by IndependentThird Party: Yes evaluat/enReports F617996.R1i. AE-PER 1952 Rev2 415.0705. ss:od[ CreatedbyIndependent Third Party: Yes 17996:38 Series anrn. Series BFIF7S Non -Impact IS Fiberglass French Door Limits at Use Approved for Use In HVH7- No Certification Agency,CertiRmte 179 6 R1 A -'EXR BFiF75 E330 olus5:odf Approved for use outside:HVH7- Yes Qualitv'AssuraaceContract. Eirpiration'Date. impact Resistant: No i09/15/2019 besign'.Pressure: +38/-38 Installation Instruction Other: FL17996 RI Ir'ELIXOD46 BFIF75 RevA-ss:odf Verified By-. Robert JAmoroso, PE FL PE No. 497S2 -Party: Created by Independent Third Yes Evaluation Reports Rl A ,PER-1 Rav2•435-070 odf) Ceeatedby IndepenEentThird Party. Yes-"" 17996.19 Wes BFOF7N Series BF0F7N Non-ImpactOS. Fiberglass Door Limits or Use Approved for use In HVHL• No Certification Agenry.l "Ifificate FL17946 ti C CJAC' EXR BFDFIN E330b61s5:od( :Approved far use outside HvK& Yes ImPact,Resistant: No QuaOty;Assurance Coni3actbrpication Date -04/06/2020 : -, Design Preserum+30/-30 XnstallationrInstrupUons other: FL77996,111 II.ELIXb0 A—MF7s1-BfOF7N.:RevA� ssodf' Verified By: Robert 1 Amoruso„PEEL PE No..49752 . Created by IndependentThird Party:'Yes 'Evaluation_Repurts F617996 rR1 AE<PER 1952-Rav2 415-07(15 ssiodf: Createdbyindependent Third. PartyYes 17996;20 Series SVI63S Series BVI63SNon-Impact Single U*Wng Doorw/Foxed Ute Imsertand 0utsMng Storm Door Limits of Use - Certification Agency: Certificate Approved for Use In HVH2: No FL17996:`Rl C CJ1C. ERR. BV163S'E330 olus5:p Approvedfor. use outside:RVRL• Yes Qoality'Assumnoe Contract Expiration::Date Impact Resistant: No 12/17/20,21 Destgn'Pressure: +65/-65 Installation.Instruetlons Other: FL17996'R1 11"ELD(0061'BVI63S RevA ss.pdf Verified By: Robert 3. Amoruso; PE FL PE No 497S2 Created by Independent Third,Party- Yes Evaluation, Reports "Fan 6!RS. AE.!PER:2244.'Rev2 415-070S as:p_df Crebtddby Independent Third -Party Yes Go to Page ® ®O Page 1 / 200 Bak Hlzt Gantt es.; 2601&ak5lvneR d. 3eftahaeseeR» p z850-4 4824 The StaMWHOJ7Elne8/WEZ .OnplgV. fnnv.ilbt 20137.2813 e>;fe PReMa. ::-que'yaiii y5fatement;; Refund Siae,e SI `i llTl I'i Ai 111Ui https•J1www-f1oridabuilding.94pdpr app_dg.espx?param-HGE'VXQwtDquTIOTgl(29'd2bd311%PTR2bN%2FBfj059RCIoMUy626fitDgsg3ZdGjXlw%3d.:. 515 (Varidatori Operabor* Administrator) Elbdrpoorand Metals Company 1215.Pope Drive Douglas, GA 31533 Attu: Randall Yarberry ,0 AAMA CERTIFICATION: PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION. - ----- The product described below is herebyapproved for listing in the next issue of the A MA Certified Products Directory. The;approval is based on successful completion of tests,:and the. reporting to the Administrator of the results of tests, accompanied by reiateddrawings, by anAAMA Accredited :Laboratory. . 1. The listing below wfil be added to the next published AAMA Certified Produd5 Directory.. SPECIFICATION. AAMA INTERIM DOOR CERTIFICATION PROGRAM -RECORD OF PRODUCT TESTED ASTM E930:2 STP =+50, .87.5.psf ASTM`E 330b2 013 i40, 45.psf COMPANY.AND PLANT LOCATION CPO NO SERIES MODEL& PRODUCT :MAXIMUM SIZE TESTED DESCRIPTION E(Wr Industries 7459 407' (ALUMINUM FRAME) (X-OS) - E 8'Z" Plead Code. EXR - (STEELIF.OAMISTEEL) 3FRA Y'1LEx 2. This Certification will expire September 14, 2020-(extended from September 14. 2015 peiAAMA403-15) spot regtises validation. by continued listing inthe current AAMA CertillledPmduelsOkSOoryunblmithdrewhbymanu(ei*Mr. - 3. Product Tested and Reportedrby: Dallas1aborafories, [Fie - Report No: 44278 rev. Dated,Report: Decamber20,2011 Date: January 5,11312 Revised: fWgust l%2015 Cc: AAMA SBS ACP-04 (Rev. 1/11) Validatedfor. Cerflfiwtlgn G.J!t�t AssociatedLaboratories, Inc. Autwrized for.Certification: Ampri, Architectural ManufacturersAssociation Product Rule 61G20=3 F.A.C. ,I Report No. 1951, Rev. 1 ( Project;N6.415.0705 l S/3/.15 (=Page 1 of 3 Product Manufacturer Product Name. Model and/or Description Elixir Door and Metal Company Non -Impact Glazed or Opaque, Inswinger Outswing, Painted Steel or 1215 Pope Drive Vinyl Laminated Steel Doors with orwithout Strom Door —X Douglas, GA 31533 Code: Current -Edition of the Florida Building Code Compliance Method: Fla. Admin. Code R. 61G2D-3.005(1)(a) -Certification Mark'or Listing; as administeredby the Florida Department oFBusiness and Professional Regulation. ProductTesting, Materials and Certification: Test Reports by Dallas Laboratories, Inc, 1323 Wall ST. Dallas, TX 75215 • ELIX0050:#44276,.dated•.December22,2011toASTME330-02 • EUXOD51: #44277, dated December 21, 2011 to ASTM E330-02.. • ELIX0052; #44278, dated December21,2011 to ASTM E330-.02 • EUX0051 944279, dated December 21, 2011:to ASTM-E-330-02 Product Installation. instructions: All drawings fisted below by.PTC Product Design :Group, Revision A, Dated8/3/15, signed and sealed by Robert. J. Amoruso, P.E. • EUXODSO. Model402-14 Non -Impact Outswing Vinybtaminated Steel Door w/Storm Door • EUX0051:Model402 20S Non-ImpactOutswing Vinyl Laminated `Steel Door w%Storm Door • EUX0052: Model 407 Non -impact Outswing Vinyl Laminated Steel Doorw/Storm Door • EUX0653: Model 43049'Non-Impact Outswing Vinyl Laminated Steel Doorw/Storm Door Engineering. Analysis & Evaluation: The -following evaluations;engineering and/or rational analysis/ceiculationshave been performed: PTC PDG Report No.1933 Anchorage. Engineering for doors shown on drawingsEUX0050, ELDW01, ELIX0052 and EUX0053, signed and sealed by Robert J.,Amoruso, P.E PTC PDG Report No.1934, Anchorage.Engineeringfor doors shown on drawings £LLX0036, signed and sealed by Roberti. Amoruso, P.E. PTC PDG Report No.1935, Anchorage Engineering for doors shown on drowings,ELLK0035, EUX0D37, EUX0038'and ELIX0039, signed and sealed by Robert J. Amoruso, P.E. Limitations & Conditions of Use: • This product has NOT been evaluated for use inside the;HVHZ,(HighVelocity Hurricane Zone). • Refer to Product installation Instructionsnotedabovefor: o Maximum allowablewindloads atrelated maximum allowable size(s). o Maximum allowed sizes of fenestration components.. o Aochortype(s), size(5),.substtate(s), embedment; edgy distance. and spadng/Iocations. • Site wind pressures shall be determined by a licensed professionalengineerinaccordance with the.currentedition of the Florida ;Building Code and/or.ASCE 7-10,for components,and cladding based' on allowable stress design. • Site conditions not covered in this product evaluation document are subiecttoadditionalengiriminganalysisbya �AIIIIIIIF PTC Priiduct AFWAFAW Evaluation. Rule,61 Certificate of Independence per Product Approval Rule.616203.009 PTC Product Design Group, :LLC-and Robert.. Amoruso; P:E. does not have, nor will acquire, any financial interest in the company manufacturing or distributing product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC and RobertJ. Amoruso,. P.E. do not have, nor will acquire any financial interest in any other entity involved In the approval process or testing of the product(s)'covered by this Product Evaluation Report. 49752 OF 5 I Page Digitally signed by Robe►t J. Arrtoruso DN: cn=Robert.. Group, Date: 2015.0$' 13 21;:04:27--"00' Evaluated ey. Robert 1.'Amorusc, P.E. FL P.E.dicense Number49752 A�AMV PTC Product Deslgr[;Group; LLC I PO Box 520775. )'Longwood, FL 32752 0775 r/ 321-:69W7788jj FRPECettificatioD;ofAuthoriketb6 No 25435 MODEL VINYL STEEL DOOR OENERALNOIEe: INSTALLATION NOTIIs I.TNE PRWUCT,ANCHOMOHBHOWNHEREIN IBDESIGNED S.INAREAS WNEREYANgBORNEPRO'MIL OTECnON I.ONE% NSTNAA1RQNANCHORISREOUMDATEACH 70 COMPLY WRHTHSCURRENT EDRJON OFiHE REOUIREMENT9 Ek19T,ODEGFAN IMPAOTPAOTECTIVE MCNORLOCARON,. FLOOCITYRIDWCANEZONHANOTLUOINGHION CNDATORYFURTHER' VEEOCN WNDBOCOMPLWNUWNtONS UI WINDUCT EOEBNSREOtpN9I8IfANDATORTFORTHE, 2THEThEMN E(B)STCANE20NEMDTNE0ESI0N PLLE85UflE(8)STATED HEN]N. PROWICTHENEIN. UMMUCHOROFMCHOPAGNDSSWOWN MSEROFANCHTIS BPACING6TO EEUBED FORPRODUCTIN6fALUnON. WACINGMTOBEUS ALL VON. 18. THEPRONOTOEMILLROTESYEDNEIOANALASAEED A. .UPON 91GNE0MDSEALEb-iEST REPORT DALLA9 DDCRMAIFM&I liU'..MMLWYLLAMZ p UOIMTEM J. SNIMASREOUIRRDATEACHINSTALLAnONxIwASL LABOMTORYSTAM VANa tTEENIAL:.DBM/k)RE 'OALVANIZEp§TEELOI O'3NIN NYIIRETHANEFOAM COPE' HYTNEOADBFMINCH. EDIRIA"NOS30CUtTEO IpBOFATORYeTAMPED DRAWINGS. SHI SHM(SHEHAUGE MORIMUMA OP1116I OF1I T.OESIONABLEPAN•STAND FORTHSFOLLOWINO: ORGRE TEROCCURf. ORDRPATFA OCCURS, SHR1(S)SHAfLBE CONSTRUCTED UM 2 ADEOWCVOFTNEEASTINOSTRULRURAI.T%FAAMWO ROPEPABLE PANEL. OFIOON OENSITYPLRSTIC 00.0EfTFA. ORTENICARABLEOA WINO FGROEREBISNNG. RFIXED PANEL SYSTSMPARINGEOFYARISTANOINGAND THSTA - ON WOODUL 4.AI(CHONIMUM THE B.HA. SETALRAMNNTTO NI SHAl1. BEA38HOWNIN TESU BE ASSHOW RESPOOJ10TLOADETGTGI FOUNDARECTOHEREOPUN4BILITYOFTHS ENGINEER FOUNDATION IS HARE:. A HALF HINOE3; AO83T8IXiRUDEOALUMWUM 'ANCHOR SCHE RIGSHEING 'MCMOR BCHEDULETNIS BNEET. ORAftCHOECTOFf1ECpN0. B. LATCH LOCK: ED G DEAGROLn SWGLECILNOFR 3.IXAND29BUCKSIWHENUSMI SNALLBEOESSNEDAUD MCHOREDTOPROPERLYIFMSFERALLLOADSMTHE 8.SEESHEETI FOR DESIGN PRESSURE STRUCTURE. BUCK DESIGNAND INSTALLATION MTHE IIEOPDNSIOILITY GE THS EW,INEER OR ARCHITECT OF RECORD. 4. TM INSTALLAnON DaNLS DES CRMM W .RVN ME GENERIC AND MAY NOT REILECT ACTUAL CONDITIONS FORASPECIFICSIM IPSITECONDMONS CAUSE 'IMTAILAT(ON TO MWATS ITTOM THE REOVIREMENTS OVAILM HEREIN, A LICENf,EOENGINEER OR ARCMECT BNALLPPFPARfi BRE SPEC4TC DOCUMENf9 FORUSE WITH THIS DOCUMEM. PE910NPPI:SSUREMRNG (PSFI' IMPACTRATiNO1 WHEREWATER WFILTMIION WMEPSWATEHINFIURAnON —Jj REOUIREMENFLS NEEDED IS:OUIPFAtENTl9 NOTNEEOEO NONE •• wn8l-1sD •• UN R MUST BE INSTALLER BENEATH AN APPROVED OVERHANG TABLE OF CONTENT SHEET DESCRIPTION I GENERAL AND IN;TALLATION NOTES 2 ELEVA :ON, ANC)4081NG LAYOUT 3 VERRCAL CROSS SECTIONS 4 HOR)215MAL .CROSS SECTIONS. l 6. MINIMUM EMBEOMENTAND EDGE OISTA2ICE EXCLUDE WALL FIN LSHES; INCLUDING BUT NOT LIMBED TO STUCCO, FOAM, BRICI(VFNEEPMDel01N4 4 WSTAILATIONANCHORSSHALLMINSTAL tN ACCORDANCEWRNANCHORMANUFACTURERS . INSTAWTION WSTRUMONSANDANCNORS.SHALL- NOT, BE USM IN SUDSTRATES WM STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIF IED IN THE 'ANCHOR SCHEDVI.W THIS SHEST. T. DISTALLwnDNANCHOR3ANDa850CIATFD NARDWARe MVSTBEMAOEOFCORROSISTWCOAtING. AIAL ORHAVEACDRRo81ON REBIBTNITCOATWO. ANCHORSO®ULE SUBSTRATE- DOORFRAME TYPS S� MANUFpCTURSR ANOIOR BTBBEp61ENT . EDGE .DISTANCE ANCNORCAPACRIES TYPE SPECIFICATION Ill (pA In LE SITSECON SHEEP - MN.3 " NETALSTEEL ASNE 818.8.4 THREADS MN. K91 YIELD TUBINGGA FIN (MAR) PAN HEAD Nb.B OAPPINGSCRE% PASTINSIDE 3w STRNEOTH LAN;• SURFACE OF THMESS SUBSTRATE ANSIBIB.3:1 2XN000 ''. CADODSCREW) N.00D IMf11,AMNWUM. FIUNING FIN(LBAR) PANHEAD NO.O OR 1' 117 SPECIFIOGRAVDYOF ASME BlaAA OA2. APPWGSC NOTSr. 17 faR WOOOORTAPRtJ3SORBNS FSRRHR06A CONCM.MLO.OBT PLOT HOUE(DRLL SME46). ?DSTANCENEASUREOFROM RMRLSOEOFAN04CATO®DEOFSUBSTMIE ELEVATION EXTPJUORVmw i18x21/YWOOD SCREW @Bx lir I SCREWS ' I ENTRYDOOR STRIKE:DE AU, ROOOiW�6R'65iMlx ENTRY DOOR STFAIL mix ANCHOR LAYOUT nxmlmvmw SILLANCNOR SPACING SAMEASHEADSFACING ANCHORINGNOTES: 1. MINIMUM NUMBER OFANCHORS IN JAMBS IS 13. ANCHOR SPACING VARIES, BUT NOTTO EXCEED 1P MAIUMUM O.C. 2. MINIMUM NUMBER OPANCHORS IN HEADAND SILL IS 7. ANCHOR SPACING VARIES, BUT NOT TO EXCEED'10' MAMMUM O.C. EXTERIOR VERTICAL SECTION B WOO PRAMESUBSTRATE INTERIOR THREE(3)THREAD MIN. PENtM1101 fTAPETOBACK 3/8-MIN, MOUNTING: FIN .EDGE DIST. 14 GA MK SQUARE STEEL TUBING OTHERS) EXTERIOR ,INTERIOR VsErRTI AU CTI EXTERIOR mm INMRIOg ......... 'TAPETOBACK S `MOUNTING FIN iR' MIN. TX W000 FRAME. EDGE OISL 3)B' MIN: 6EAlANTTAPETO BACK EOGEDISt (BY OTHERS)- _ I SIDE OFMOUNTING FIN r V MIN. EMBEDMENT-�i gS WOOD SCREW � . NS TAPPING SCREW 1NSTALLA710NANCROR MIEN. PENETRA70N INSTALLATION ANCNOR ; I A VERTICALSECTION 4®i' W OD FI AM BS'fILATE �_ VERTICAL SECTION. 1 `� �STEPI,TUBPIQS TRA7E. i � HOR DO AS S ON 14 GA.MIN. SOQARS WS' MIN. EDGE'DIST. II{,,,��� STEELIUBINO(BY jDTNER9) INTERIOR INTERIOR T LTAPPINGTIANCREW HOR INSTALLATION ANCHOR r� EXTERIOR .EXTERIOR SIDE OF n HOR ZONTAL SECTION 5T'BSUTUSINOSUSSTRATN I %ZHORIZONTAL l�TI N .P SUO T { BS TAPPING SCREW INSTALLATION ANCHOR HORIZONTAL SECTION. as TUSINOSS