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HomeMy WebLinkAboutProduct Approval 4/29/2019 Florida Building Code Online BCIS Home Log In User Registration J Hot Topics { Submit Surcharge ( Stats&Facts Publications j Contact Us BCIS Site Map Links Search F! rich Product Approval .�t. USER:Public User r i� Product Approval Menu>Product or Application Search>epplication List>Application Detail RECEIWE® FL# FL16107-R10 MAY ® 6 ?019 Application Type Revision Code Version 2017 1 ST. LUCie County, Permitting Application Status Approved Comments Archived .J Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason,OH 45040 (513)770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative 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 0 "1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Scott Hamilton Evaluation Report Florida License PE-63286 Qualit/Assurance Entity Intertek Testing Services NA,Inc. -QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Gary Pfuehler ,- Validation Checklist-Hardcopy Received ® Certificate of Independence FL16107 RSO COI Certification of Independence of Validation Entity_ Gary Pfuehler.pdf FL16107 R10 COI Statement on Independence of Evaluation Entity- ScottHamilton 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhIO9aYpgetu2%2f5n8XnBD2%2fvo8Jcu[DX01V%2fA%3d%3d 1/5 4/29/2019 Florida Building Code Online Certified By Florida Licensed Professional Engineer or Architect FL16107 R10 Equiv 20170809-FBC-DASMA 108 equiv. df FL16107 R10 Equiv 20170809- FBC- DASMA 115 equiv.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2017 Date Validated 08/14/2017 Date Pending FBC Approval 08/16/2017 Date Approved 10/10/2017 Summary of Products Go to Page Page 2/3 FL# Model,Number or Name Description 16107.21 21 W8-16 DSIE-1F471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga. min.) Double-Car(97"to 16'2"wide)WINDCODE® AR2LP, ED2SP,ED2LP,4302,HDGC, W8 Garage Door with Optional Impact-Resistant Lites 6202,MFC68,4305, HDGR,6205, SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 RSO II 104786-RevO4-signed.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: +46 PSF/-52 PSF Evaluation Reports Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130214-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.22 22 W6-09 DSIE-1F171: 4400,4401, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior 4301,4300,4301,4310, HDG, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W6 HDGL, HDGF,66,66G,67,67G,68, Garage Door with Optional Impact-Resistant Lites SP200,SF200,SE200,6200,6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 101526-A-Rev20 signed.pdf Approved for use outside HVHZ:Yes Verified By: Srott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130214-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.23 23 W6-09 DSIE-1F171: 4400,4401, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior 4300,4301,4310, HDG,HDGL, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W6 HDGF,66, 66G,67,67G,68,SP200, Garage Door SF200,SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 101526-B-Rev20 signed.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/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130214-A.pdf requi•ements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.24 24 W6-09 PAN-2F153: 84A, 94,73, Steel Pan (min.25 ga.)Single-Car(up to 9'0"wide) 75, 1500, 190,4RST,4RSF,4F, WINDCODE®W6 Garage Door with Optional Impact-Resistant 6RST,6RSF,48,42,55,48B,42B, Lites 55S,GD5S,GD5SV,GRSS,GR5SV, AR5S,AR5SV,ED5S, ED5SV Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 RSO II 101348-A-Revl7-signed.odf 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/-44 PSF Evaluation Reports Other: Max.Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 130214-A.pdf Created by Independent Third Party: No https://www.floridabuilding.org/pr/pr_appjtl.aspx?par am=wGEVXQwtDqvyf4ngAXhl09aYpqetu2%2f5n8XnBD2%2fvoBJculDX01V%2fA%3d%3d 2/5 4/29/2019 Florida Building Code Online doors with optional impact-resistant glazing are impact- resistant(large missile impact). 16107.25 25 W6-09 PAN-2F153: 84A,94,73, Steel Pan (min. 25 ga.)Single-Car(up to 9'0"wide) 75, 1500, 190,4RST,4RSF,4F, WINDCODE@ W6 Garage Door 6RST,6RSF,48,42,55,48B,42B, 555,GDSS,GDSSV,GRSS,GRSSV, ARSS,ARSSV, EDSS, EDSSV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 101348-B-Revl7-signed.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/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130214-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. 16107.26 26 W6-09 PAN-2F156: 76,76V,2RST Steel Pan(min. 25 ga.)Single-Car(up to 9'0"wide) WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 RSO II 101348-A-Revl7-signed.odf 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/-44 PSF Evaluation Reports Other: Max.Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 130214-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.27 27 W6-09 PAN-2F156: 76,76V,2RST Steel Pan(min. 25 ga.)Single-Car(up to 9'0"wide) WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 101348-B-Revl7-signed.odf 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/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 RSO AE CBPC 130214-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. 16107.28 28 W6-09 DSIE-1A171: 2050,2051, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior 2053,4050,4051,4053,62, 64,65, skin 29 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W6 62G, 62LG,64G,SDP38,SFL38, Garage Door SRP38, 134, 135, 136,6130,6131, 6133 Limits of Use Installation I istructions Approved for use in HVHZ:Yes FL16107 RIO II 104814-A-RevOO-slgned.odf 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/-44 PSF Evaluation Reports Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors are FL16107 R10 AE CBPC 130423-A.pdf impact-resistant(large missile impact). Created by Independent Third Party: No 16107.29 29 W6-09 DSIE-1A171: 2050, 2051, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior 2053,4050,4051,4053,62, 64,65, skin 29 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W6 62G,62LG,64G,SDP38,SFL38, Garage Door SRP38, 134, 135, 136,6130,6131, 6133 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 RIO II 104814-B-RevOO-signed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Des.gn Pressure: +36 PSF/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 RSO AE CBPC 130423-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. 16107.30 30 W6-09 DSIE-1F471: GD2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W6 AR2LP, ED2SP, ED2LP,4302, HDGC, Garage Door with Optional Impact-Resistant Lites 6202,MFC68,4305, HDGR,6205, SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 103954-A-RevOS-signed.odf 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/-44 PSF Evaluation Reports Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130423-A.pdf Created by Independent Third Party: No hfps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl09aYpgetu2%2f5n8XnBD2%2fVo8JculDX01V%2fA%3d%3d 3/5 MODELS 27 GA SHORT 27 GA FLUSH 27 GA LONGDDDR HEIGHT Il OF RCV DATE DESCRIPTIO, SECTIONS THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE 00 6/2013 WAS DRAWING 101654A3-REV14. ULTIMATE WINO SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA CLDPAY 2050,4050 20$1,4051 4053,20$3 UP TO 7'O' 4 BUILDING CODE OR THE INTERNATIONAL BUILDING CODE(BASED ON 71'3' TO B19' 5 ASCE7-10)FOR THE FOLLOWING CONDITIONS:1)ENCLOSED 9'0' TO 10'6' 6 BUILDING,2)DOOR HAS 2'OF WIDTH IN BUILDINGS ENO ZONE,3) HOLMES 62,62G,62LG, 65,6131 64,64G, 6133 ANY ROOF SLOPE,AND 4)TESTING IN ACCORDANCE WITH 6L30 10'9' TO 12'3' 7 ANM/OASUA IDB.SITE-SPECIFIC CALCULATIONS BY A QUALIFIED [DEAL SDP38,135 SFL38, 136 SRP38, 134 12'6' TO 14'0' 8 DESIGN PROFESSIONAL MAY DIFFER. 14'3' TO 15'9' 9 ULTIMATE WIND 150 155 165 .175 LSO OPTIONAL 1/8'ACRYLIC OR OSB CLASS LRES AVAILABLE.OPTIONAL ACRYLIC 16'0' 10 SPEED LKPW GLAZING IS PLASKOLITE OPTIX OR LUCITE CP APPROVED CO2 PLASTIC IN MAX SECTION HEIGHT: 21' EXPOSURE B.C.D B.C,D B.C B.C B ACCORDANCE WITH IBC/FBC 2606(SEE SECTION B-B).SHORT AND LONG CATEGORY I POU14D DENSITY Ll APPROVED.GLAZING IS NOT IMPACT RESISTANT. EXPANDED PgLYSNRENE GA GALV.STEEL TOP ROLLER MEAN ROOF I/CIGHi 25' 15' 25' IS' 30' FOMINATEOBRACKET. EACH BRACKET ATTACHED B TO BOTH EXTEWOR AND �rl'2 ITH(4)�T4x 14 B"SHEET METAL _ INTERIOR SKINS. SCREIVS. _ - IMPACT-RESISTANT ASSEMBLY DETAILS VERTICAL JAL19 ATTACHMENT(GROUT-FILL D CMU BLOCK OR I 1�j6 viii i ✓ ,. i iA fi i�1==yi SEE END DRAWING 104814-A 2.000 PSI MM.GONF.RETE COI ULIN): E}=---4JI ILL -r1jl yL {jl 11 __=_1j1 ICNGE DETAV. IMPACT-RESISTANT CONSTRUCTION: 3/8'x4"SLEEVE ANCHORS(1-1/2"EMBED)ON 20-CENTERS _J L ____J 00p P51 t.IW.CONCRETE 27 C0.STEEL ON.EXTERIOR SOLID DOORS 0+0 LONG ARC IUPACT-RESISTANT.TRE (2, )OR 1/4"x3"TAPCON SCREWS ON SKIN WITH STEEL N.EXTRNG, SEE WORMED. OHIRE DOOR ASSFALBLY all N COMPLIOCE WITH This 17"CENTERS(2,000 PSI MIN.CONCRETE)OR 9"CENTERS BAKED-ON PRIMER AND A Ih'--- II HINGE DETAIL ECTgN NEEIS THE WOO LOAD REOUNEAENTS OF THE (GROUT-FILLED CMU BLOCK MASHERS INCLUDED IVR,SLEEVE BAKED-ON POLYESTER 14 G0.GALV.STEEL HOLLER LEI III III LEI Wil 1 III FLORIDA EVILGRG CODE AND INTERNVTIORAL BUILDING CODE )" PAINTED TOP COAT. HNC&EACH FASTENED 70 _J 1 AND Is LARGE-AND MULL-MISSME IMPACT RESISTANT. ANCHORS, I'0.0.WASHERS REQUIRED WITH TAPCONS•ANCHORS /()AT14x5/e' g - 1 +1 L - MAY BE(BUT N07 REQUIRED)COUNTERSUNK TO PROVIDE A SHEET TMEUL"CREWS AND z� II _---ijl II -�-- I Eh"�--- 1 I ---- I. NOTE'TRACK CONFIGURATION FLUSH MOUNIINC SURFACE.HORIZONTAL JAMBS DO NOT (4)T/4"x3/4"SELF TAPING LEI III LEI II 11 111 III Ill ABOVE THE DOOR OPENING TRANSFER LOAD. SCREWS. i1} L 11.--__4 1 I - __ TWO TRACK LCCaNG TONGUE AND GROOVE JOINTS. �� L___ _ =-SIS _=__.(I� INTO 1RA[K DOES NOT AFFECT THE WIND B i SECT A-A 0`0 END LOAD RATING OF THIS ODOR. fIOR+ZOMP1 TRACK SUPPORT BT pnIF:FOR ODORS OVER 8'-O' as STOLE DOOR INSTALLER(TO SUB) —�1 i April 23, 2013 (Devised 8/10/17) Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6 through W8 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 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 4, Static Pressure Tests were conducted in accordance with TAS 202-1994, ASTM-E330-2002 and ANSI/bASMA 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/bASMA 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 4 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 with Manufacturing Product Code (MPCI r DSIE-1F471: X03954-A-Rev05, max. door size 9'0" x 16'0"; +36/-44 P5F (design load) 7.04119-Rev04, max. door size 9'0" x 1.6'0"; +54/-60 P55 (design load) TABLE 2: Drawings for doors with Manufacturing Product Code (MPC) DSIE-1A171:_ 104814-A-Rev00, max. door size 910" x 1610"; +36/-44 PSF (design load) TABLE 3: Drawings for doors with Manuf6cturing Product Code (MPC) PAN-2'1=443: 103488-A-•Rev07, max. door size 9'0" x 16'0"; +38/-u44 PSF s7gn load) 104790-A-RevO7, max. door size 16'2" x 7.6'0"; +38/-42 PSF (design load) TABLE 4: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F446t 103488-A-Rev07, max. door size 910" x 1610"; +38/-44 "PSF (design load 104790-A-Rev07, max. door size 16'2" x 1610"; +38/-42 PsF (design load TABLE 5: Drawings for doors with Manufacturing Product Code (MPC) SPG-2F449: 704790-A-Rev07, max. door size 16'2" x 16'0"; +38/-42 pS>= (design load) For the doors in Tables 6 through 10, Static Pressure Tests were conducted in accordance with ASTM-E330-2002 and ANSI/bASMA 108-2005. 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 5 through 8 are in compliance with these test requirements of the Florida Building Code. PAGE 1 OF 3 FILE: CE3PC_130423-A.4 EVALUATION REPORT FOR CLoPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-W8 TABLE 6• Drawings for doors with Manufacturing Product Code (MPC) DSIEjE471: 103954-B-Rev05, max. door size 9'0" x 16'0"; +36/-44 PSF (design load) "TABLE 7• Drawings for doors with an_ujgq LLring Pro uet Code (MPC) DSIE-1F471: 104814- s-Rev00, max. door size 9'0" x 16'0"; +36/-44 PSF (design load) TABLE B., Drawings for doors with Manufacturing Product Code 13C) 28N-2F443: 103488-5-RevO7, max, door size 9'0" x 16'0", +38/-44 PSF (design load) 104790-5-RevO7, max. door size- 16'2" x 16'0"; +38/• 42 PsF (design load) TABLE 9: Drawings for doors with Manufacturing Product Code (MPC) PAN=_f 446: 103488-B-RevO7, max. door size 910" x 1610"; +38/-44 PSF (design load) 104790-B-RevO7, max. door size 16'2" x 1.6'0"; +38/-42 PSF Cdesign load) ' TABLE :10: Drawings far doors with Manufacturing Product Code (MPC) SPO-2F4_4 104790-B-Rev07, max. door size 1612" x 1610"; +38/-42 PSF (design load) Test Reports: ATL-0115,01-13R (3/18/13), ATL,-01.17.01-13 (3/18/13), ATL-0102,01-13 (2/20/13), ATL-0304,01-13 (5/1/13), ATL-0308,01-13 (5/1/13), ATL-0213,01-13 (4/29/13), ATL-0326,01-13 (5/1/13). These reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. ProductDescription for doors with MPC DSIE-1F471: 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 per ASTM A653, The maximum section height is 24", These doors may have optional Impact-Resistant Glazing (Aluminum), Optional Impact-Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing. The following models are at least structurally equivalent to the tested door: GD2SP, GR2SP, GD21-15, GR21-P, AR2SP, AR21_13, ED2SP, ED2LP, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205, SFR68. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIE-1A171: These doors consist of 1-3/8" double-skin insulated sections with an EPS core laminated to both skins. Outer skin is min. 27 ga. (0.016") and inner skin is min. 29 ga. (0,012) G40 per ASTM A653, The maximum section height is 21". The following Models are at least structurally equivalent to the tested door; 2050, 2051, 2055, 4050, 4051, 4053, 62, 64, 65, 62G, 64G, 65G, DP38, FL38, RP38, 134, 135, 136, 6130, 6131, 6133. Not all models may be shown on a given drawing. Product Description for doors with MPC PAN-2F443_: These doors consist of 2" thick steel pan doors with min, 24 ga, (0.022") outer skins. The steel skin is at least G40 per ASTM A653, The maximum section height is 24". The sections may have EPS foam insulation inserted into the pan cavity. These doors may have optional Impact-Resistant Glazing (Aluminum). Optional Impact- Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing. The following models are at least structurally equivalent to the tested door: G4S, GS4, GD4S, GR4S, G4SV, GS4V, GD4SV, GR4SV, E4S, ED4S, E4SV, ED4SV, MR4S, SS4, AR4S, MR4SV, SS4V, AR4SV. Not all models may be shown on a given drawing. PAGE 2 OF 3 FILE: CBPC_13042:5-A.4 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARACM DOORS,W6^WB Product Description_for_doors_wi h_.MPG_PAN-2F446: These doors consist of 2" thick steel pan doors with min. 24 ga, (0.022") outer skins. The steel skin is at least G40 per ASTM A653, The maximum section height is 24". The sections may have EPS foam insulation inserted into the pan cavity. These doors may have optional Impact-Resistant Glazing (Aluminum). Optional Impact- Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing. The following models are at least structurally equivalent to the tested door: G41-, GI-4, GD4L, GR41-, G41-V, GL4V, GD4LV, GR41-V, E41-, ED41-, E41-V, ED41-V, MR41-, SL4, AR41-, MR41-V, SL4V, AR4LV. Not all models may be shown on a given drawing. Product Description for doors with MPC SPO-2F449: These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 per ASTM A653. The maximum section height is 24". The sections may have decorative overlays. The following models are at least structurally equivalent to the tested door: GHnn, GHRnn, GHRynn, SPnn, SPVnn, SMnn where "nn" represents the configuration of the overlays. Not all models may be shown on a given drawing. Impact Resistant Glazing_(Aluminum . The optional impact resistant glazing Is an aluminum front frame and a separate polycarbonate glazing that is an approved C1 plastic in accordance with testing required by FBC• 13 2612. Approved polycarbonate materials are Sabic IP Lexan 9034 (versions also approved: MR10, 9030, 90318, 90316, 90317, 90311, 90314, 90355) and Bayer Makrolon GP (versions also approved: SL, AR, .15). Approval based on review of NOA 13-0717.01 (Sabic IP, exp. 7/17/18) and NOA 12-0605.05 (Bayer, exp. 8/27/17). 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. �ttl�ntlU Signature: :-j HAA414 f lo, P• No 632 Scott Hamilton, P. E. ••' Florida P, E. No. 63286 TE OF 4U STA Date: ��G� ��[' r�0•'�. .c t'�4','`• `,� ONA -1ST00 PACe 3 OF 3 FILE: CBPC_130423-A.4