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Links Search Florida Valk Product Approval USER:Puts€€c User Product Approval Menu>Product Qr_Appllcation Search>Application List>Application Detail �a t FL# FL16107-1113 r "a Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. i Mason, OH 45040 (513)770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com i Technical Representative Address/Phone/Email Quality Assurance Representative i Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Scott Hamilton Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA,Inc. -QA Entity Quality Assurance Contract Expiration Date 12/31/2038 Validated By Gary Pfuehler Validation Checklist-Hardcopy Received I Certificate of Independence FL16107 R13 COI Certlficatio of Independence of Validation Entity_ Gary Pfue e FL16107 R13 COI Statement on Independence of Evaluation Entity_ I ScottHamiiton 120424.pdf Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16107 R13 Equiv 20200812 - FBC-ASTM 1 86-1 9 equiv pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/14/2020 Date Validated 10/15/2020 Date Pending FBC Approval 10/25/2020 Date Approved 12/15/2020 Date Revised 02/16/2021 Summary of Products Go to Page Page 1/3 FL# Model, Number or Name Description 16107,1 01 W6-16 DSIE-117171: 4300,4301, Double-skin Insulated EPS(exterior skin 27 ga, min„ Interior 4310, HDG, HDGL, HDGF,66,66G, skin 27 ga, min.) Double-Car(9'2"to 16'2"wide) WINDCODE@ 67, 67G, 68,SP200, SF200, SE200, W6 Garage Door 6200, 6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R13 Ii 104724-A-Rev05.pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max.Wind Speed{V_uit); 170 MPH. Solid doors or FL16107 R13 AE CBPC 121212-A,pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.2 02 W6-16 DSIE-11F171: 4300,4301, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior 4310, HDG, HDGL, HDGF, 66,66G, skin 27 ga. min.) Double-Car(9'2"to 16'2"wide)WINDCODE@ 67, 67G, 68, SP200, SF200,SE200, W6 Garage Door 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R13 II 104724-B-Rev05.pdf Approved for use outside HVHZ;Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF -Evaluation-Reports__ Other: Doors with standard glazi meet-the wind load FL16107 R13 AE C8PC 12123`2 A pd€ requirements of the building-C e b9ut DO NOT meet the impact Created by Independent Third Party: No resistant require rrt"for windborne debris regions. 16107: 03 W6-16 PAN-2F153: 73, 75,84A, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide) 94, 42,48,42B,48B,4RST, 6RST, WINDCODEO W6 Garage Door with Optional Impact-Resist`a(rt GD5S, GR5S,ARSS, ED5S Lites Limits of Use Installation Instructions 4 Approved for use in HVHZ:Yes FL16107 R13 II 104710-A-Rev04.pdf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 ! Impact Resistant: Yes Created by Independent Third Party; No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 R13 AE CBPC 121212-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party; No resistant(large missile impact). 16107.4 04 W6-16 PAN-21F153; 73,75, 84A, Steel Pan(min. 25 ga.) Double-Car(9+2 to' 6'2"wide) 94, 42, 48,42B,48B,4RST,6RST, WINDCODE@ W6 Garage poor .- GD5S, GR5S,AR5S, ED55 Limits of Use stallation Instructions Approved for use in HVHZ: No FL16107 R13 ii 104710-B-Rev04.pdf Approved for use outside HVHZ:Yes Verified By; Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party; No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R13 AE CBPC 121212-A.pdf requirements of the building code but DO NOT meet the Impact Created by Independent Third Party; No resistant requirement for windborne debris regions. 16107,5 05 W6-16 PAN-21F143: 84A,94,98, Steel Pan(min. 24 ga.) Double-Car(9'2"to 16'2"wide) 48, 48B,4F,4RST WINDCODEO W6 Garage Door with Optional Impact-Resistant Lites Michelle Franklin, CFA-- Saint Lucie County Property Appraiser All rights reserved. Building Information Finished Area: 1,845 SF i Gross Sketched Area:2,630 SF Exterior Data — Building Type: HC+ Grade: C+ i Year Built: 1484 Effective Year: 2000 No,Units: I i Primary Wall: Fnn Stucco Secondary Wall: Roof Cover: Dim Shingle Roof Structure: Gable j View: France: Story Height: 1 Story Interior Data Bedrooms: 3 Full Baths: 2 Half Baths: l Primary Int Wall: Drywall Primary Floors: Tile-Ceramic Avg Hgt/Floor: Heat'Pype: FrcdHotAir i Heat Fuel: ELEC Electric: MAXIWM A/C%: 100% Heated%: 100% Mt Sprinkler% 0% -10 _ r m i Per) v j l ss u BAS I. 1 n l ] 0- ••OP1W ?I ##BpBp(( Imo) t I _ mod„,_„.---�_,._..-.,.•.°`""" All information is believed to be correct at this time,but is subject to change and is provided without any warranty. ©Copyright 2021 Saint Lucie County Property Appraiser.All rights reserved. i i i i i I c7 � N ty >>I teq MAX. SECTION HT. 21" Hties►�d rt tl�ri s w w a MAX. DOOR HEIGHT rri cl \ X N H D Z ►\C9 � a ♦ O�L�70�~ti� Y I VI � fn �J av�+Z'I o m i� r as p00 N v R1 pp — ry d � (pu ] ' 3 7Y22p! C] ^w C to fl �;s7 _ 1'1 0 iz3 In D .b g m � y AY 666 Y ryy m \ hRRNIII y.lKi F rn Fn r m i (lJ 4 Cri o r m 13 r � fn NGiO O N j 70 GlOO�Vm O yP � .a Nmd O'Da � Da2q OR N� � C? UI m z a N 8 n�� a - r� y�NOZ p �" z 4 g �+T'z o 20 ��nj Oa j o ag c�i 4 z C) n O s b. Yp qg 71 1 1 P ��•.IIF 2T`� \\ O C—+ 3w30 H st 4F IF Fh (n*�$N VV.FF F m a I ft p/1�� ~ p a z 3 ZZ m� z ';0 fl W< oca �o 00 o g o N 2W17 um tea. sm o R :n A o n v �5 ~ m ki 10 � I OmiN � Z4Dgi -i O Z Z ? Z L O � Cy� 2 L2911 Vy 7bp O WOy D x r n�Pt N N t�� N ybn �r a � . N CDNA V. o td n O W CA r U\ 11ttt/r 1 C'q 1's y�a�3„ ,..c4eQ+fir+' `0ia r r W m ' ft kq p 4 _ s O KA �o � j2t1 .. INS -13 �nTAG O � g r � g p rf CA 2 v N 70 Pn n O e o xox c� 03 .�o .n 0 !J � N v5 'Y���•'P'FZ�� D oo n C7 O p 1*1 4\j44 gJJJ Z �`,�� ••�•••,• /�% by 2 n � m � ', C z�Z .ti O:O y � m PPP�• ' wz Z q. Sn fm'1 �M.d O �v'm ed• m 2.•9 rI tj 33 rnvi 23 Ll JJiJF�R 44,,`, OPENING HEIGHT- GCGR HEIGHT CMING HUGH€=GGCR HUG 1ff ASS N W 0 D I ry�� m 3 m d r N ? y Z I y v r D p 70 \ o o w ei y "8 C SSrn mir.��I Ii0 zY Y U8 nz i l i l b Gi N W O N N L O A � y N ama! 6I l] �� n czi ���A � N R -< a I'S m y N�a -1mmx oo O �X r A f LD'1 $ gym 0 n A$mz D y D 2 = f G> Im•F N y �1�ggw n S m� D !•I ;S mm � f•1 C 1 N 2 OR Cpp 2 z SO z .. mo8 og w [ '7 r z . inn Aol�w oamwmoo�� [3 [ vz z 'F1w v� Iao. IoF OIL yymO 2 A m y y N O ��bPnx• %%ii�� �'2 f' y � m $ o zi ! s u x 08 .- 01 N mm� 0. 4, - o'o Rl tbbbOONO n nc fl v m �11;nN ±< m no�Flyt i act Cc A z Ell R N N o� y0 � a�a\yyo•2 ���m �CrFj� � {�r� Oy�SC TI/1 m 2 y1�"� mC� 28 O N� J K Cr ; jI 12 oul C4 rn fn V � v a 0 W — I December 12, 2012 (revised 8/5/20) Evaluation Report for Clopay Corporation Sectional Garage Doors, W6 through W8 i I have evaluated the wind load door designs as shown on the drawings listed below. I have reviewed the test reports, which were generated by accredited independent laboratories as required by the relevant Florida Administrative Rule, the engineering rational analysis, and the product drawings. The test reports are listed below. Assembly testing was conducted by American Test Lab North Carolina. Component testing was conducted by HETI and ETC, i For the doors listed in Tables 1 through 5, Static Pressure Tests were conducted In accordance with TAS 202-1994, ASTM-E330-2002 and ANSI/DASMA 108-2005. Missile Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201-1994 and TAS 203-1994 and ASTM E1886-2005 and ASTM E1996-2009 and ANSI/DASMA 115-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in Tables 1 through 5 are in compliance with these High Velocity Hurricane Zone test requirements of the Florida Building Code and therefore are qualified as impact-resistant assemblies (large missile impact). TABLE 1: Drawings for doors IthManufacturinProduct Code PC' P -2 1S3 104710-A-Rev04, max. door size 1:6'2 ' x 16'0 ; +36 -42 PSF (design load) 104761-A-Rev05, max. door size 18'2" x 1610"; +36/-42 PSF (design load) DrawInas for doors with n c Product Code P 3r 104753-A-RevO3, max: door size 16`2" x 1 '0"; +38/-42 PSF (design load) 104762-Rev03, max. door size 18'2" x 16'0"; +41/-46 PSF (design load) 104754-Rev03, max. door size 16'2" x 16'0"; +46/-50 PSF (design load) TABLE 3.. Draw pes for d9ors with Manufacturino Product Code (MPG:I DSIE-i.F171: 104724 A-Re.v0;5., max. door size 16'2" x 1610 +W-42 PSF (design Load) 104751-A-Rev05, max. door size 18'2" x 16'0"; +38/-42 PSF (design load) 104736-Rev05, max. door size 16'2" x 16'0"; +46/-52 PSF (design load) 104752-Rev05, max. door size 18'2" x 16'0"; +46/-50 PSF (design load) j TABLE 4: Drawln s for doors with Manufacturing oduct Code fMPQ DS 11-iF171: 104777-A-Rev04, max, door size 18'2" x 1 '0"; +38/-42 PSF .(design load). 104778-Rev05, max. door size 16'2" x 16'0"; +46/-52 PSF (design load) 104779-RevO4, max. door size 18'2" x 1610"; +46/-50 PSF (design load) TABLE 5: Drawings for doors with Manufacturing Product Code (MPC) 99: 104939-Rev03, max. door size 9'0" x 12'0' ; +47/-55 PSF (design load) 104998-Rev05, max. door size 16'2" x 12'0"; +41/-47 PSF (design load). For the doors in Tables 6 through 9, Static Pressure Tests were conducted in accordance with ASTM-E330-2002 and ANSI/DASMA 108-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through I i i PAGE 1 of 4 FILE: CBPC 121212-A.4 EVALUATION REPORT FOR CLOPAY CORPORATION SECTIONAL.GARAGE DOORS,W6^W8 engineering rational analysis based on actual tests. I have concluded that the door designs listed below In Tables 6 through 9 are in compliance with these test requirements of the Florida Building Code. TABLE 6: Drawings for doors with Manufacturi Qdugt Code M PAN-21Fi53: 104710-8_Rev04, max; door size 16'2" x 1 '0"; +36. -4`2 PSF design load) 104761-B-Rev05, max. door. size 18'2" x 16'0"; +36/-42 PSF (design load) TA BLE Drawings for doors 3y1th M anufacturin_q Product Code`(MPQ(MP PA -2FI, 104753--8--RevO3, max. door size 16'2" x 16'0"; +38/-42 PSF (design load) i TABLE Drawings for doors with ManufacturingProduct qod C DSIE-IF171, 104724-B-Rev05, max. door size 16'2 ' x 1 '0"; +38/-42 -PSF (design load) 104751-B-Rev05, max. door size 18'2" x 16'0"; +38/--42 PSF (design load) TABLE 9. Drawings for duos with:MahUfacturing Product Code, G DSIU- F1 1: I 104777-B-Rev04, max. door size 18'2" x 1610"; +38/-42 PSF (design load) Test Renods: ATL-0801.01-12 (8/15/12), ATL-0813.01-12 (10/9/12), ATL-1015.01-12 (11/3/12), ATL-1113.01-12R (2/18/13), ATL-1107.01-12 (11/20/12), ATL-1023.01-12 ` (11/13/12), ATL-1009.01-1211 (11/20/12), ATL-0827.01-12 (10/9/12), ATL 0123.01-14 (9/3/2014), ATL 0121.01-15 (2/6/2015). These reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. Product Description 1`0 doors with MPC PAN72F153: These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019") skins. The steel skin Is at least G40 DDS per ASTM A653. The maximum section height Is 21". These doors may have optional Impact-Resistant Glazing. Optional Impact- Resistant Glazing is a one-piece Injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 84A, 94, 98, 73, 75, 1500, 190, 4RST, 4F, 4RSF, 6RST, 6RSF, 48, 48B, 42, 42B, 55, 55S, GD5S, GD5SV, GR5S, CRSSV, AR5S, AR5SV, EDSS, EDSSV. Not all models may be shown on a given drawing. Eraduct Deggr.1ption for doors with MPG PAN-2F143: These doors consist of 2" thick steel pan sections with min. 24 ga. (0.022") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height Is 21". These doors may have optional Impact-Resistant Glazing, Optional Impact- Resistant Glazing is a one-piece injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 48B. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIE-1F171, These doors consist of 2" double-skin Insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing (IM). Optional Impact-Resistant Glazing (IM) is a one-piece injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 4300, 4301, 4310, HDG, HDGL, HDGF, 66, 66G, 67, i I I PACE 2 or 4 FILE: CBPC_121212-A.4 i i EVALUATION REPORT FOR CLOPAY CORPORATION SECTIONAL GARAGE DOORS,w6-W8 67G, 68, 6200, 6201, 6203, SP200, SF200, SE200. Not all models may be shown on a E given drawing. Product,Description for doors with MPC DSIU-1F171:. These doors consist of 2" double-skin insulated sections with polyurethane Insulation foamed in place between both skins. Bath inner and outer skins are min. 27 ga. (0,016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing. Optional Impact-Resistant Glazing is a one-piece Injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a given drawing. Product Description for doors with MPC W-1899: These doors consist of 2-13/16" custom wood door sections with hemlock rails and stiles and decorative cladding and overlays. The maximum section height Is 28". These doors may have optional Impact-Resistant Glazing. Optional Impact-Resistant E Glazing is certified laminated glass as detailed on the individual drawings. The fallowing models are at least structurally equivalent to the tested door: CR800, MR800, CH900, CRDnnn, Not all models may be shown on a given drawing. Impact resistant Glazing (Molded � The optional impact resistant glazing Is an injection-molded polycarbonate front frame and glazing (LEXAN SLX2432T) that is an approved C1 plastic In accordance with testing required by FBC-B 2606. FBC-B 2615 compliance based on review of the following tests: HETI-06-AO02 ASTM G155; HETI-06-T566 ASTM D638 (before); HETI-06-T634 ASTM i D638 (after); ETC-06-1024-17496.0 ASTM D2843, ASTM D635, ASTM D1929. i i i i PAGE 3 of 4 FILE: CBPC 121212-A.4 EVALUATION'REPORT FOR CLOPAY CORPORATION SECTIONAL GARAGE DOORS,w6—wa Limitations: The drawing(s) cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details and relies on the illustrations and text of these drawings as well. Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in accordance with current building codes for the loads listed on the drawing(s) referenced above. Installation requirements per the relevant Florida Administrative Rule, including attachments, are detailed on the drawing(s) listed above. Installation must be in accordance with manufacturer's installation instructions and must be as shown on the drawing(s) listed above. The manufacturer's licensed design professional listed on the drawing(s) has reviewed the attachment details and installation requirements. #1t11111►�1� Signature: I HAII4,0� .4' Scott Hamilton, P. E. Florida P. E. No. 63z 6: * '" Z- Z O STATE. OF �4►, Date: ((( . ; 010'�C`p R 1•9,P•:�\ 4 3I PACE 4 OF 4 FILE: CBPC_121212-A.4