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Home My WebLink AboutAPPROVED Windload Docs - Frank & Sharon Mihm - 5501Deleon AveCertified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page ---------- ..._ o Florida Licensed Professional Engineer or Architect FL16107 R14 Equiv 20200812 - FBC - ASTM 1886-1996 equiv.pdf Method 1 Option D 02/16/2021 02/16/2021 02/22/2021 04/13/2021 0 0 Page l/ 3 0 0 FL # Model, Number or Name Description 16107.1 01 W6-16 DSIE-1F171: 4300, 4301, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior 4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga, min.) Double -Car (97' 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 R14 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 ult): 170 MPH. Solid doors or FL16107 R14 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-1F171: 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 R14 11 104724-5rRey05.pd Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No -Created-by Independent Third Party: No Design Pressure: + 8-PsF - PSF Evaluation Reports---.w_ Other: Doors wit standard glazing meet the wind load EL16107 R14 AE CBPC 121212-A.pj `""""` 7 .. requi�onos of the building code but DO NOT meet the impact Created by Independent Third Party: No "Ktant requirement for windborne debris regions. 16107.3 03 W6-16 PAN-21`153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) 94, 42, 48, 426, 486, 4RST, 6RST, WINDCODEO W6 Garage Door with Optional impact -Resistant GD5S, GRSS, ARSS, ED5S Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes F,�16107 R14 II 104710,-A-RevQ4.W 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 R14 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 W6-16 PAN-2F153: 73, 75, 84A, 94, 42, 11B, 4ACT GR , GD5S, GR5S, ARSS, ED5S Steel Pan (min. 25 ga.) Doub ar {9 0 16'2" wide) Tt11 CObI"C� 1�V arage Daor Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R14 II 104710-13-RevQ4.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 R14 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 1 4F,4RST INDCODE® W6 rag 443: 84A, 94, 98, WGarage Door with Optional Steel Pan (min. 24 aDouble-Car €r (97' to 48, 48BImpact- Resistant Lites 0 I oumoµ,,,µ N`-9 D ci y m r � m 0 n � O MAX. SECTION W. 210 MAX. DOOR HEIGHT 0 �Pctm�o�� o mom a N"Rw i N s - ■ s ■ _ � o a w t OAta �tJga 3 � N pq v ,mgg m m sc Ag �8O m o o gg ms x � g02 p �g8zg00 m�oFs� �Np L�J D I co n n -Z Ojn D T19 yk m mto ORENING,HOOK - NOR HEIGHT Film 0 x 90 6 o N€ i" �= y 8 Y A Rio Fs$ goo �e S m A npo. ?�4Y8 5�g� sg""'� kk omN a Qo $ Ha M II* � Hµ+11 N�+� F3 r 5 0 o- �7 w N December 12, 201Z (revised 8I /20I Evaluation Report for Clopay Corporation Sectional Garage Doors, W6 through WS 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. 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). 104/1U>A-Rev04, max.door size 16'2" x 16' 104761-A-Rev05, max. door size 18'2" x 16' 1u4v 73.-A-RevU.i, max. Goor size 1b'z" x 16'U"; +i8 104762-Rev03, max. door -size 18'2" x 16'0"; +41/- 104754-Rev03, max. door size 16'2" x 16'0"; +46/- -tic ror �ueo,yn i -42 P5F (design 1 ode (Mp( PAN 2�F�11 -42 PSF (design I 6 PSF (design loa 0 PSF (design loa lU4/G4-A-R2VUti, 104751-A-Rev05, 104736-Rev05, 104752-Rev05, maX. max. max. max, a00r door door size door size StZe size 16'-L" 18'2" 16'2" 18'2" x x X 16'V"; x 16'0"; 16'0"; 16'011; +3tf/-42 P +38/-42 P +46/-52 PSF +46/-50 PSF TABLE 4: Drawingg s Ith Manufacturing prode 104777-A-Rev04 104778-RevO5, 104779-RevO4, max. max. max, door door size door size size 18'2' 16'2" 18'2" x 1 ', x 16'0"; x 16'0"; -0'; +38/-42 PP +46/-52 PSF +46/-50 PSF iuwysy-nevus:, max. aoor size y u_. x tz'ro"; +v//- » PSF taestgn i 104998-Rev05, max. door size 16'2" x 12'0"; +41/-47 PSF (design 1 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 elther direct results of these tests or results obtained through PAGE 1 OF 4 FILE: CBPC 121212-A.4 EVALUATION REPORT FOR CLOPAV CORPORATION SECTIONAL GARAGE DOORS, 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. max.door s7ze 16'Z" x 16,':U"; +3:b/-42 PSP taesi�gn max. door size 18'2" x 16'0"; +36/-42 PSF '(design TABLL 7t Drawings for doors w(th Manufactu i�r a Product Code (MPC)��-2F143: load) 104753-3-Rev03, max. door size 16'2" x 1G'0"; MOM PSF (design B-Rev05', max. door size 16'2"x 16'0".; +.itS/-4G PSF Ides e-Rev05, max. door size 18'2" x 16'0", +38/-42 PSF (des TABLE 9• Drawings For doors with'MaYiufacturina Product Code (MPC) DSIU-iF171• 104777-e-Rev04, max, door size 18'2" x 16'0", +38/-42 PSF (design load) .Test Reports: 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-1023.0142 (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 for doors with MPC PAN-2F153: 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, 48131 42, 4213, 55, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, EDSSV. Not all models may be shown on a given drawing. Product Description for doors with MPC 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, HOG, HDGL, HDGF, 66, 66G, 67, PAGE 2 OF 4 FILE; CBPC 121212-A.4 EVALUATION REPORT FOR CLOPAY CORPORATION SECTIONAL GARAGE DOORS, 67G, 68, 6200, 62011 6203, SP200, SF200, SE200. Not all models may be shown on a given drawing. Product Desc,L(DjI0n fordoors with MPC bSIU iF171: These doors consist of 2" double -skin insulated sections with polyurethane insulation foamed in place between 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. 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 Desci'htioh 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 Glazing is certified laminated glass as detailed on the Individual drawings. The following models are at least structurally equivalent to the tested door: CR800, MR800, CH900, CRDnnn, Not all models may be shown on a given drawing. r�ipact.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-A002 ASTM G155; HETI-06-T566 ASTM D638 (before); HETI-06-T634 ASTM D638 (after); ETC-06-1024-17496,0 ASTM D2843, ASTM D635, ASTM D1929. PAGE 3 of 4 FaE: CBPC 121212-A.4 EVALUATION REPORT FOR CLOPAV CORPORATION SECTIONAL GARAGE DOORS, W6 - WS 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. Signature: Scott Hamilton, P. E. Florida P. E. No. 632 Date: 4511 5 Z. Z� No 632'86 ot STATE OF �U P,•Zw �NAt, %%%% yr III%j1� PAGE 4 OF 4 FILE: CBPC 121212-A.4