The URL can be used to link to this page

Home My WebLink AboutProduct Approval 1/18/2018 Florida Building Code Online c Business ♦ Professional Regulation N1a w < a SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search C{ .fjfja Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail RECEIVED FL# FL16546-R9 «- Application Type Revision JAN Code Version 2017 2 4 2018 Application Status Approved 51, lu cie Co unty, Permitting Comments Archived 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 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Scott Hamilton Evaluation Report Florida License PE-63286 Quality Assurance Entity In. . . Testing Services NA, Inc. -QA Entity uality Assurance Contract Expiration Date 12/31/2020) y ary uehler Validation Checklist- Hardcopy Received Certificate of Independence FL16546 R9 COI Certification of Independence of Validation Entity- Gary Pfuehler 2016-02-19.pdf FL16546 R9 COI Statement on Independence of Evaluation Entity- ScottHamilton 2016-02-19.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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2wp/p2bnFgUMAguIPw2FMmJ3EOkQZtHTJPD6EgZnXAPQp/o3d°/p3d 1/6 1/18/2018 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16546 R9 Eauiv 20170809- FBC- DASMA 108 eouiv.pdf FL16546 R9 Eouiv 20170809- FBC- DASMA 115 eguiv.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 ts� Go to Page 0 0 Page 1/30 0 FL# Model, Number or Name Description 16546.1 01 W5-16-HY PAN-2F153/6: 73, Steel Pan (min. 25 ga.) Double-Car(97"to 16'0"wide) 1500, 75, 76, 190, 84A, 94, 42,42B, WINDCODE@ W5 Garage Door 48,48B, 55,4F,4RST, 6RST,4RSF, 6RSF,GD5S,GD5SV, GR5S, GR5SV, AR5S,AR5SV, ED5S, ED5SV _ .._.--__. .._.._........... . ._ _. _.....-...............................------ . ........ Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R9 II 101922-A-Rev15.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: +32 PSF/-32 PSF I Evaluation Reports Other: Solid doors(no glazing)or doors with optional impact- FL16546 R9 AE CBPC 131211-A.pdf _ resistant glazing are impact-resistant(large missile impact). Created by Independent Third Party: No ......._..--....................... - -............................ ........... ........._ .._-........ -r-........... ..... ........... ................ .. ............ - ............._ 16546.2 02 W5-16-HY PAN-2F153/6: 73, Steel Pan (min. 25 ga.) Double-Car(97"to 16'0"wide) 1500, 75, 76, 190, 84A, 94,42, 42B, WINDCODE@ W5 Garage Door 48,48B, 55,4F,4RST, 6RST,4RSF, 6RSF,GD5S, GD5SV, GR5S, GR5SV, AR5S,AR55V, ED5S, ED5SV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R9 II 101922-B-Rev15.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: +32 PSF/-32 PSF Evaluation Reports Other:The standard glazing available for this product meets FL16546 R9 AE CBPC 131211-A.pdf the wind load requirements of the building code but DOES NOT Created by Independent Third Party: No meet the impact resistant requirement for windborne debris regions. 16546.3 03 W8-16 PAN-21`443: GD4S,GR4S, I Gallery/Artistry/Expressions: Steel Pan(min.24 ga.) Doubie- ED4S,AR4S Car(92"to 167"wide)WINDCODE@ W8 Garage Door with _.................... .......-.__......_..._.._..... -. 'Optional Impact-Resistant Lites Limits of Use 1 Installation Instructions Approved for use in HVHZ:Yes 3 FL16546 R9 II 104791-Rev05.pdf Approved for use outside HVHZ: Yes i 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(no FL16546 R9 AE CBPC 131211-A.pdf glazing)or doors with optional impact-resistant glazing are Created by Independent Third Party: No impact-resistant(large missile impact). �_ _.._........ .... ........... 16546.4 04 W6-16 PAN-21`153: 73, 1500, 75, I Steel Pan (min. 25 ga.) Double-Car(97"to 16'2"wide) 190, 84A, 94,42,42B,48,48B, 55, WINDCODEO W6 Garage Door with Optional Impact-Resistant 4RST, 6RST,4RSF, 6RSF,GD5S, I Lites GD5SV, GR5S,GR5SV,AR5S, AR5SV, ED5S, ED5SV .........................._. _...._.............................._......._......._............_ _ __._._..__.........._. Limits of Use Installation Instructions Approved for use in HVHZ: Yes I FL16546 R9 II 104710-A-Rev03.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(no FL16546 R9 AE CBPC 131211-A,Pdf standard glazing)are impact-resistant(large missile impact). Created by Independent Third Party: No -.. _.........._.._..... ._ ....................................................................._.................._.._..._.._..- .._........-..............._.......----------- _--- .._._...._.__-.._... ---....--......... _.. -- _- ---- - https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUMAguiPw2FMmJ3EOkQZtHTJPD6EgZnXAPQ%3d%3d 2/6 1/18/2018 Florida Building Code Online 16546.5 05 W6-16 PAN-2F153: 73, 1500, 75, j Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide) 190, 84A, 94,42,48, 55,4RST, WINDCODE@ W6 Garage Door 6RST,4RSF, 6RSF, GD5S, GD5SV, GR5S, GR5SV,AR5S,AR5SV, ED5S, ED5SV _..._.. ___...................._._ _ - _..._... .............__.........__-_---__..._._...___-------...__._............._........._..................._........._.. . Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R9 II 104710-B-Rev03.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: +36 PSF/-42 PSF Evaluation Reports Other:The standard glazing available for this product meets FL16546 R9 AE CBPC 131211-A odf the wind load requirements of the building code but DOES NOT Created by Independent Third Party: No meet the impact resistant requirement for windborne debris ' regions. 16546.606 W6-16 PAN-2F156: 76, 211ST Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'2"wide) WINDCODE8 W6 Garage Door ....._.._--....-_._... .....__.. ._..._..........................................-_...._.........._.................-...--- ........... Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16546 R9 II 104710-A-Rev03.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/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH.Solid doors(no FL16546 R9 AE CBPC 131211-A.odf standard glazing)are impact-resistant(large missile impact). Created by Independent Third Party: No 16546.7 07 W6-16 PAN-2F156: 76, 2RST Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide) -� WINDCODES W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R9 II 104710-B-Rev03.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: +36 PSF/-42 PSF Evaluation Reports Other:The standard glazing available for this product meets FL16546 R9 AE CBPC 131211-A.odf the wind load requirements of the building code but DOES NOT Created by Independent Third Party: No meet the impact resistant requirement for windborne debris regions. _._...--- _..._..._... _..--.---..._..........._....._........._...._....--------'--_......_. ......................_...._....... ..-- --..�.- ..-_...............--...._................-_._..............._........ ---- _.._..._...._._.... 16546.8 08 W5-16 PANSP-2F153/6: 73SP, Steel Pan(min. 25 ga.)Double-Car(9'2"to 16'0"wide) 15SP, GD5SSP, GD5SSPV, 76SP, j WINDCODEO W5 Garage Door 76VSP j __ ._....._.............___.__ ._._..................... -__._...__._._..__ Limits of Use Installation Instructions Approved for use in HVHZ: No fl 16546 R9 II 104818-A-RevOl-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: +32 PSF/-37 PSF Evaluation Reports Other: Solid doors(no glazing)or doors with optional impact- FL16546 R9 AE CBPC 131211-A,Ddf resistant glazing are impact-resistant(large missile impact). Created by Independent Third Party: No 16546.9 09 WS-16 PANSP-21`153/6: 73SP, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'0"wide) 15SP, GD5SSP,GD5SSPV, 76SP, WINDCODEQ W5 Garage Door 76VSP Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R9 II 104818-B-RevOl-signed.Ddf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +32 PSF/-37 PSF Evaluation Reports Other:The standard glazing available for this product meets FL16546 R9 AE CBPC 131211-A.Ddf the wind load requirements of the building code but DOES NOT Created by Independent Third Party: No meet the impact resistant requirement for windborne debris regions. _ --- ..........................._........._....._._......._.........................................._.. ............__..................... __._................_..............._...................._...._...__..........................-. 16546.10 10 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® 62G, 62LG, 64G, SDP38, SFL38, W6 Garage Door SRP38, 134, 135, 136, 6130,6131, .....-._..................... 6133 Limits of Use Installation Instructions Approved for use in HVHZ:Yes j FL16546 R9 II 104814-A-ReV00.Ddf Approved for use outside HVHZ: Yes i 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(no FL16546 R9 AE CBPC 131211-A.Ddf glazing)are impact-resistant(large missile impact). Created by Independent Third Party: No 16546.11 11 W6-09 DSIE-1A171: 2050, 20-51, 1 Double-skin Insulated EPS(exterior skin 27 ga.min.; interior 2053,4050,4051,4053, 62, 64,65, i skin 29 ga. min.) Single-Car(up to 9'0"wide)WINDCODES 62G, 62LG, 64G, SDP38, SFL38, W6 Garage Door https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUMAguIPw2FMmJ3EOkQZtHTJPD6EgZnXAPQ%3d%3d 3/6 MODELS 27 GA SHORT 27 GA FLUSH 27 GA LONG DOOR HEIGHT 6 OF REM DATE DEUMIPTUXI SECTIONS THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE 00 6/2013 WAS DRAWING 101654A8-REV14. ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA CLOPAY 2050.4050 2051, 4051 4053.2053 UP TO 7'0' 4 BUILDING CODE OR THE INTERNATIONAL BUILDING CODE(BASED ON 7'3' TO 8'9' 5 ASCE7-10)FOR THE FOLLOWING CONDITIONS: 1)ENCLOSED 9'0' TO 10'6' 6 BUILDWG.2)DOOR HAS 2'OF WIDTH IN BUILDING'S END ZONE,3) HOLMES 62.62G.62LG, 65,6131 64,6<G.6133 ANY ROOF SLOPE.AND 4)TESTING W ACCORDANCE WITH 6130 I"' TO 12'3' 7 ANSI/DASIAA IDB.SITE-SPECIFIC GOlCUU710N5 BY A OIaALIFlEO 12'6' TO 14.0• B DESIGN PROFESSIONAL MAY DIFFER. IDEAL SOP38,135 SFL38,136 SRP38, 134 14'3' TO 15'9' 9 ULTIMATE WIND 150 ISS 165 375 190 OPTIONAL 1/8"ACRYLIC OR DSB GLASS UTES AVAILABLE.OPTIONAL ACRYLIC SE SPEED(.PHI T 1 GLAZING IS PLASNOLrtE OP71x OR LUCITE CP APPROVED CC2 PLASTIC IN MAX SECTION HEIGHT 21' EXPOSURE B,[,D B.C.D B.C B.C DbL ACCORDANCE WITH 18C/F8C 2606(SEE SECTION 8-8). SHORT AND LONG CATEGORY I POUND DENSITY LRE$APPROVED.GLAZING IS NOT IMPACT RESISTANT. EXPANDED POLYSTYRENE12 GA GALV.STEEL TOP BOILER MEAN ROOF HEIGHT 25' Is, 25' 15' 30' FOAM INSULATION-MNATED1,__BRACKET. EACH BRACKET ATTACHED g A TO BOTH EXTERIOR AND WTO{(4)/14x5/6"SHEET METAL INTERIOR SKINS. ! SCREWS ft- ___ _ I _ ___ IMPACT-RESISTANT ASSEMBLY DETAILS VERTICAL JAMB ATTACHMENT(GROUT-FILLED CVU BLOCK OR - t _f i SEE.GBETUL ORAWINO 104814-A 3/8":a $ COLUMN): OPNCNORS(�Lu/2 EMBED)ON 20"CENTERS LCA____'Slj�LL____;iJ LIF-___�J L ==_�J IKN IMPACT-RESISTANT CONSTRUCTION: 2,000 PSI MIN. CONCRETE 27 GA,STEEL MIN.EXTERIOR • SOLID OCORS(NO CLAZINC)ARE IMPACT-RESISTANT.THE ( )OR 1/4 x3'TAPCON SCREWS ON SKIN WITH G-40 GALVANIZING. SEE INTERNED. ENRRE DOOR ASSEMBLY'INSTALLED IN COMPUAKCE WITH THS 17"CENTERS(2.000 PSI MIN.CONCRETE) OR 9"CENTERS BAKED-ON PRIMER AND 14('J GAIV.STEEL BOILER Hw'E CETAL SECTION MEETS TH_WINO LOAD REOVIREMENiS OF ME aIII III 111 TII III j1 11 III ' FLORIQA BUILDING CODE AND RNIERNATIOMAI SLR_DIHG CODE (GROUT-FILLED,CMU BIOCN).WASHERS INCLUDED WITH SLEEVE �PAIINTED TOP COAT. HINGE.EACH FASTENED TO m__J 1 I ____ 1 ___ 1 I ____ II AND IS LARGE AND SMALL-MISSILE IUPAtT RESISTANT. ANCHORS. i-O.D.W45HE0.$REOUIREO WEER TAPCONS.ANCHOR$ END STILES W/(4)814A5/8' MAY BE(BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A SHEET METAL SCREWS AND ____ NOTE:TRACK CONFIGURATION FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT (4)1/4'x1/4"SELF TAPPING I1 ii III 111____III 111 =__ ii TWO PONT LpCKI:1G ABOVE THE DOOR OPENING TRANSFER LOAD. SCREWS. Ij}_=__1J1 Ii1___.y 1�____{1� _={I� wrD TRACK DOES NOT AFFECT THE WIND TONGUE AND GROOVE JOINTS. aj END LOAD RATING OF THIS DOOR. HAATZOMAL TRACH suvvoRT BY N FOR DOORS OVER 8'-0' SECT A-A i `------' `_---- ---- _--- STRC ODOR nSTµIER(TO SUIT) OTE: - IF---'1I IST--'-71 ICY---�1 1 ----TTI 111��pppIIl111 SLNE BGIT HIGH,TRACK CONFIGURATION SHALL L 111 I III 1111T II III 11LpCK tNCAGES NO7 EXCEED MAXIMUM SPACING 3'50 KSI U-BARS INA 2-1-2-1-2 I I I _ I 1 1 IMO VE1nIf.Al PROVIDED.CONSULT FACTORY FOR TRACHPATTERN.EACH U-BAR ATTACHED AT .OHE LOCK ON MORE OETAII IF ROD. EACH HINGE LOCATION PATH(2) OPTIOtUL OUTSIDE KETED A EAC.SCE i/4"x3/1"$ELF TAPPING SCREWS. LOCK PpynON CF DOOR. 17 H GLV STEEL MG BRACKET. EACH FASTENED TO WOOD AG WITH 1-3/6"THICK 1AAK.DDDR WIDn1 9'-0" 111510[SLIDE BOLT (3)5/1a'.I-S/D"Wp00 I.LC SCREW. INSIDE FIFVATIDII IJY'K OPn011 t( GA GAL/. STEEL BOTTOM BCREWS.. (SHORT PANEL SHOWN) TRACK coNBcuRArroN ATTACHED WITH (2) 81416/8"SHEET METAL SCREWS. 29 W.STEEL MIN.INTERIOR SLAIN SNAP LATCH ENGAGES WITH G-40 GALV_BAKED-ON ONTO YERTKAI TRACK. NOTE:DOUBLE TRACK n AM A AT IN PRIMER AND A BAKED-ON POLYESIE END DNEE K�ICE LAT ON LOW HEADROOM IS 3/B"x3-TAG SCREWS(1-1 Z EMBED)ON 24"CENTERS. TOP COAT. STILE or AVAILABLE AS AN OPTION LAG SCREWS MUST USE 1'0.0.WASHER. UG SCREWS MAY S BE(BUT NOT REWIRED)COUNTERSUNK TO PROVIDE 8 2'GAw.STEEL TRACK, A FLUSH MOUNTING SURFACE.HORIZONTAL JAMBS DO NOT ALUMLVUM EXTRUSION TRACK THICKNESS!.060' TRANSFER LOAD. @ VINYL WEATHERSTRIP. OUTSIDE HANDLE OUTSIDE KEYEO HANDLE STANDARD ASSEMBLY CONSTRUCTION: LOCXCAGCBAR i TYP.2-1/2'.12 CA.MY.STEEL TRACK BRACKET. OPAO.AL DSB OR I/B"ACYRUC LITES AVAgABIC.OPTIONAL ,\1151E lFFFI, TRACK ON X K4)TRAIX BRACKET PER SOE UP TO a'.DISTANCE ACRYLIC GLAZING S PfA.KOUTE DPN[OR LU,1,TE d oui5:0E KEYED LOCK EACH SIDE OI RSIDf KFYFD IO^K BEMEEM BRACKETS NOT TO EXCEED 30"O.C. APPRC ED CDOOR PLASTIC NLr;NSTALE OEw WITH 18C/FBC 2606.26tH `�`GjG�•\CAENS•':O-`i'�� l0[K BAR IDCKLNG OF DOOR. SNAP THIS SECTION MEETS THE—LOAD REOUMIEMEMS OF THE HLpRfT To FLOTT"BUILNHG MOE OR INTERNATIONAL BLA.GING CODE •' DOOM Q 4 14 SHEET METAL SCREWS 0 BUT QIES. MEET THE IMPACT RESISTANT REOIfWEMEM STANDARD ASSEMBLY DETAILS FOR 26NDBORNE DEBRIS REGI-S(RCI.CHAPTER 16 a-O sa ORAWENO 104014-6 �cl L Ir z LMR TOP BRACKET *GLAZING T FRAME WITH U.V. 'Q• F '44 O DOUBLE HORIZONTAL NG ON OUTSIDE SURFACE.YL X90�. BTA E OF :�1t(` (4) 1/a"DIA_ SELF TAPPING SCREWS ` TRACK i T R 14 GA END HINGE 1B GA. INTERMEDIATE HINGE � iplVAmN �DOUBLE TRACSTOP MOULDING BY DOOR LOW HEADROOM OPTION DESIGN ENGINEER: INSTALLER(70 SUIT) 20 GA.MIN. GALV.STEEL END STILE MOLDED INSIDE SECTION B-B 88K3/4"PAN HEAD SCREW SCOTT HAMILTON, P.E. LITE RETAINER. $TpNOARIT GLAZING(NOT IMPACT RESISTANT FLORIDA LICENSE No. 63286 / DESIGN LOADS: +36.0P.S.F.R -44.0 P.S.F. 12 GA.GALV.STEEL TRACK NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS TEST LOADS: +54.0 P.S.F. 8-66.0 P.S.F. BRACKET FASTENED TO WOOD SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF JAMB WITH ONE 5/16"x1-5/8" 1 RECORD FOR THE BLRLDING OR STRUCTURE AND IN ACCORDANCE WOOD LAG SCREW PER BRACKET. 18 GA. MIN. CALM.STEEL CENTER HINGE WITH CURRENT BUILDING CODES FOR 734E LOADS LISTED ON THIS DRAWING. 2"GALV.STEEL TRACK TASTE ED TO BACK OF DOOR W/(4) IwuFAc* PROLucT c nL. MINDLp.D RATIHD MAX.SIZE' FASTENED TO TRACK BRACKETS. EACH 814X5/8'SHEET METAL SCREWS. C1 MASON,CLOPAY BUILDING PRODUCTS COMPANY MPC: � E-IA1F71 14 GA D 70 STEEL BOILER(4)E 8585 DUKE BLVD. DA[c, W6 DP36 9'0"K IWO" EACH BRACKET ATTACHED WITH ONE FASTENED S ENO STILES EACH MASON, OH 45040 7/16/96 DESCRIPTION 1/4"x5/8"BOLT 4 RIVETS. yg (4)x5/6"SHEET METAL PINGSCREWS AND DRAM.DT. M1VW MODEL 2050/4050/4053: 36 PST DESIGN TWO 1/4"RIVETS. (4) 1/4"x3/4"SELF TAPPING SCREWS. SECT C-C 2" 10 BALL SHORT STEM STEEL ROLLER Building Products (513) 770-4800 DCCKCD BY. DRAMIHG NUMBER. WITH STEEL OR NYLON TIRE. Company CoFqCNgey CRrporRFon M Rign1A Pneme B 104814-A/B RECEIVED F 2 FLOO RMA PRODUCT APPROVAL 16546 JAN 4 2018 1L r, ST. Lucie County, Permitting ■ December 11, 2013 (revised 6/14/17) Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W5 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 and CBPC-ATC. Component testing was conducted by HETI and ETC. For the doors listed in Tables 1 through 8, 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 sectional garage door designs listed below in Tables 1 through 7 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 (MPQ LAJ\1 2 101922-A-Revl5, max. door size 16'0" x 16'0"; +32/-32 PSF (design load) 104710-A-RevO3, max. door size 1612" x 16'0"; +36/-42 PSF (design load) E-2: Drawings for doors with Manufacturing Product 3: 104791-RevO5, max. door size 16'2" x 16'0"; +46/-52 PSF (design oad) 104121-RevO4, max. door size 9'0" x 16'0"; +50/-58 PSF (design load) 105109-A-RevOl, max. door size 18'0" x 16'0"; +25/-25 PSF (design load) -TABLE 3: Drawings for doors with Manufacturing Pro 56: 101922-A-Revl5, max. door size 1610" x 16'0"; +32/-32 Psi= esign load) 104710-A-RevO3, max. door size 16'2" x 16'0"; +36/-42 PSF (design load) TABLE 4: Drawings for doors with Manufacturina Product Code (MPC) PANSP-217153: 104818-A-RevO1, max. door size 16'2 x 16'0"; +32/-37 PSF (design load) TABLESL with Manufacturing Product Code (MPS) NSP 2F1.56; 104818-A-RevOl, max. door size 16'2" x 16'0"; +32/-37 PSF (design- o d TABLE 6: Drawings for dor 4b ManufacturingProduct Code MPC DSIE-1A171: 104814-A-Rev00, max. door size 9'0" x 16'0"; +36/-44 PSF (design load) TABLE 7: Drawings for doors wi cturinq Product Code MPC PAN-2F446: 105109-A-Rev00, max. door size 18'0" x 16'0"; +25/-25 PSF (design load) PAGE 1 OF 6 FtLr:: CBPC_131211-A.6 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WS-W8 TABLE 8• Drawings for doors with Manufacturing Product Code (MPCU SPO-2F499: 104791-Rev05, max. door size 16'2 x 16'0"; +46/-52 PSF (design load) 104121-ReVO4, max. door size 9'0" x 16'0"; +50/-58 PSF (design load) For the doors in Tables 9 through 17, 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 engineering rational analysis based on actual tests. I have concluded that the sectional garage door designs listed below in Tables 8 through 13 are in compliance with these test requirements of the Florida Building Code. TABLE 9: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F153: 101922-13-Revl5, max. door size 16'0 x 16'0"; +32/-32 PSF (design load) 104710-B-Rev03, max, door size 16'2" x 16'0"; +36/-42 PSF (design load) TABLE 10: Drawings for doors with Manufacturing Product Code (MPC) PAN.�, 105101-ReV00, max. door size 20'0" x 16'0"; +30/-32 PSF (design load) TABLE 11: Drawings for doors with Manufacturing Product Qgde (MPC) PAN-2F156: 7.01922-13-Rev15, max. door size 16'0" x 16'0"; +32/-32 PSF (design load) 10477.0-B-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load) TABLE 12: Drawings for dom with Manufacturing Product Code (MP) PANSP-21`153• 104818-B-Rev01, max. door size 16'2" x 16'0"; +32/-37 PSF (design load) TABLE 13: Qrgwings_for doors with Manufacturing Product Code (MPQ PANSP-2F156: 104818-B-ReV01, max. door size 16'2" x 16'0 '; +32/-37 PSF (design load) TABLE 14: Drawings for doors with Mangy cturing Product Code (MPC) DSIE- 104814-8-Rev00, max. door size 9'0 x 16'0"; +36/-44 PSF (design loa ) TABLE 15: Drawings for doors with Manufacturing Product Code (MPC) PAN-21`443: 105109-B-Rev01, max. door size 18'0" x 16'0"; +25/-25 PSF (design load) TABLE 16: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F446: 105109-B-Rev01, max, door size 18'0" x 16'0"; +25/-25 PSF (design load) TABLE 17: Drawings for doors with Ma acturinq Product Code (MP) W-iB8�2L 105116-ReV01, max. door size 18'0" x 8'0"; +32/-36 PSF (design load) Test Reports: The following test reports are based on testing conducted by American Test Lab at their North Carolina Facility: 0213.01-13 (4/29/13), 0813.01-12 (10/9/12), 1206.01-12 (1/23/13), 0117-01-13R (3/18/13), 0220.01-13 (4/29/13), 0312.01-13 (5/1/13), 0102.01-13 (2/20/13). These reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. The following test reports are based on testing conducted by CBPC-ATC at their Mason testing facility (accredited by L-A-13 for ASTM E330 and ANSI/DASMA 108 testing): CBPC-ATC 13-009 (6/25/13), 13-010 (6/25/13), 13-013 (4/29/13), 16-004 (4/4/16), 16-007 (5/16/16) . PAGE 2 OF 6 FILE: CBPC 131211-A.6 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SEOTIONAL GARAGE DOORS,W5-W8 Product Description for doors with MPC 2AN-2Ej= 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 (Molded). 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, 486, 42, 4213, 55, 55S, GD5S, GD5SV, GUS, GR5SV, AR5S, AR5SV, ED5S, ED5SV. Not all models may be shown on a given drawing. Prgd!jct Description for doors with MPC PAN-MAI 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 21". The sections may have EPS foam insulation inserted into the pan cavity. The following models are at least structurally equivalent to the tested door: 84A, 94, 417, 4RST, 4RSF, 48, 48B. Not all models may be shown on a given drawing. Product Description for doorssvith 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, E45V, ED4SV, MR4S, SS4, AR4S, MR4SV, SS4V, AR4SV. Not all models may be shown on a given drawing. Product Description fg doors with MPC PAN-21F156: 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. Sections may have 15/16" insulation captured in the cavity of the pan section. The maximum section height is 21". The following models are at least structurally equivalent to the tested door: 76, 75L, 2RST, 76V. Not all models may be shown on a given drawing. Product Description_for doors with MPC PANSP-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. Sections may have 1-5/16" insulation captured in the cavity of the pan section. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing in either the top section or the next-to-the-top section. Optional Impact-Resistant Glazing is a one-piece Injectlon-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 73SP, 15SP, GD5SSP, GD5SPV. Not all models may be shown on a given drawing. PAGE 3 OF 6 FILE: CBPC 131211-A.6 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5-W8 Prgduct Description for doors with MPC 28NSP-2F156: 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. Sections may have 1-5/16" insulation captured in the cavity of the pan section. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing in either the top section or the next-to-the-tap section. 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: 76SP, 76VSP. Not all models may be shown on a given drawing. Product Description for doors with MPC D5IE-1A171: These doors consist of 1-3/8" 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". The following models are at least structurally equivalent to the tested door: 2050, 4050, 2051, 4051, 2053, 4053, 62, 62G, 621-G, 6130, 65, 65G, 6131, 64, 64G, 6133, 135, SDP38, 136, SFL38, 134, SRP38. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIU-1F471: 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 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: GD2SU, GR2SU, GD2LU, GR2LU, AR2SU, AR2LU, ED2SU, ED2LU, 9202, HDPC20, 7202, 8202, MFC68CU, 9205, HDPR20, MFR68U, 7205, 8205. Not all models may be shown on a given drawing. Product Description 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, GD2LP, GR21_P, AR2SP, AR2LP, ED2SP, ED21-P, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205, SFR68. Not all models may be shown on a given drawing. P_rQduct 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, GHRvnn, SPnn, SPVnn, SMnn where "nn" represents the configuration of the overlays. Not all models may be shown on a given drawing. PAGE 4 or 6 FILE: CBPC_131211-A.6 v EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W$-W8 Product Description for doors with MPC W-1899: These doors consist of 1-9/16" wood door sections with hemlock rails and stiles and decorative cladding and overlays. The maximum section height is 28". These doors may have optional Glazing. Optional Glazing is not impact resistant. The following models are at least structurally equivalent to the tested door: RHxx, where "xx" represents the configuration of the cladding and overlays. Not all models may be shown on a given drawing. Product Description for do.QKs with MPC 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: G4L, GL4, GD4L, GR4L, G4LV, GL4V, GD41_V, GR4LV, E4L, ED4L, E4LV, ED41-V, MR4L, SL4, AR4L, MR4LV, SL4V, AR4LV. Not all models may be shown on a given drawing, Impp; Resistant Glazing_(Molded). The optional impact resistant glazing is an injection-molded polycarbonate front frame and glazing (GE LEXAN SLX2432T) that is an approved C1 plastic In accordance with testing required by the Code. Approval based on review of the following tests: HETI-06-AO02 ASTM G155; HETI-06-T566 ASTM D638 (before); HETI-06-T634 ASTM D638 (after); ETC-06-1024-17496.0 ASTM D28431 ASTM D635, ASTM D1929, 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 the Code, 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. PAGE 5 OF 6 Ft,e: CBPC_131211-A.6 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WS-W8 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: 01 1i1A�11111i �• .. <r o 63286 Scott Ha P E. Florida P. E. No. 63286 Date: G le<-t ( l �- , STATE OF :��v` T• PAGE 6 OF 6 FILE: CBPC_131211-A.6