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Home My WebLink AboutProduct Approval 11/22/2017 Florida Building Code Online SCIS Home i Log In t User Registration i Hot Topics submit Surcharge j Stats&Facts ! Publications ( FBC Staff BCIS site Map ; Links Search 1 Florida Product Approval ` USER:Public User Product Approval Menu>product or Application Search>Application List>Application Detail W511. 5 sib.•* ,.. °s FL# FL16546-R8 Application Type Code Version 2014 Application Status Approved 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 Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 12/31/2028 Validated By Gary Pfuehler — Validation Checklist-Hardcopy Received Certificate of Independence FL16546 R8 COI Certification of Independence of Validation Entity- Gary Pfuehler 2016-02-19 pdf FL16546 R8 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 2409 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.fto6dabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2wp/p2bnFgUMAguiPw2FMmrJmvX4cNx2lD6XuogcKzagp/*3d°/`3d 116 ' 11/22/2017 Florida Building Code Online 16546.5 05 W6-16 PAN-21`153: 73, 1500, 75, 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,GDSSV, G115S, GR5SV,A115S,AR5SV, ED5S, ED5SV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R8 II 104710-13-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 R8 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 re ' 16546.6 06 W6-16 PAN-2F156: 76,211ST Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'2"wide) WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16546 R8 II 104710-A-Rev03.pdf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant; Created by Independent Third Party: No Design Pressu : +36 PSF/-42 PSF Evaluation Reports Other:Max.Win pee _u t : 170 MPH.Solid doors(no FL16546 R8 AE CBPC 131211-A.pdf standard glazing)are Impact-resistant(large missile impact). Created by Independent Third Party: No 16546.7 07 W6-16 PAN-2F156: 76, 211ST Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'2"wide) WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R8 II 104710-B-Rev03.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:The standard glazing available for this product meets FL16546 R8 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. 16546.8 08 W5-16 PANSP-2F153/6: 73SP, Steel Pan(min.25 ga.) Double-Car(9'2"to 16'0"wide) 155P,GD5SSP,GD5SSPV,76SP, WINDCODE@ W5 Garage Door 76VSP Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R8 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 R8 AE CBPC 131211-A.pdf resistant glazing are impact-resistant(large missile impact). Created by Independent Third Party: No 16546.9 09 W5-16 PANSP-217153/6: 73SP, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'0"wide) 15SP,GD5SSP,GD5SSPV,76SP, WINDCODE@ W5 Garage Door 76VSP Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R8 II 104818-B-RevOl-sioned.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/-37 PSF Evaluation Reports Other:The standard glazing available for this product meets FL16546 R8 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. 16546.10 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)WINDCODE0 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 FL16546 R8 II 104814-A-Rey00.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/-44 PSF Evaluation Reports Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors(no FL16546 R8 AE CBPC 131211-A.odf glazing)are impact-resistant(large missile impact). Created by Independent Third Party: No 16546.11 11 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 https:/Iwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgqu2w°/`2bnFgUMAgu[Pw2FMmrJmvX4cNx2lD6XuogcKzag%3d%3d 316 4 3 2 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 1 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 84A, 94 73, 75 76, 75L 96 CLOPAY 'GALLERY' GDSS, GR5S 03 — 6/24/13 — SH ADDED LONG PANEL OPTION. IDEAL 41 1 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S HOLI4ES 48, 48B 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' E05S ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION.ATTACHED W'/TOG—L—LOC (TOP & BTM) AND SHORT LONG FLUSH SHORT PANEL URETHANE ADHESIVE (ALONG CENTER). r—.—A "CLASSIC' SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC" LONG PANEL ALSO APPROVED. SEE TABLES BELOW FOR DETAILS. _ OPTIONAL GLAZING MAY BE STANDARD OR EXTRA STILES MAY BE STANDARD (SHORT PANEL) OR IMPACT RESSTANT GLAZING. ONLY SHORT ERCIAL ONG . SEE TABLES GLAZING IS APPROVED. SEE ON B—B a M M M rm m SHEET TWOIFOR DETAILS. (GLAZING SHOWNIN COMMGLAZING LSHOWN NIN)TOP SECTION.BELOW. INTERMEDIATE SECTION.) 0 N u r,_ — f'VIEW "8" (SEE SHEET THREE). W =w Z= VIEW "C' (SEE SHEET THREE). c 16 GA. END STILES ATTACHED TO u DOOR SKIN WITH PATENTED C o TOG—L—LOC SYSTEM (TOP, BOTTOM & x>f CENTER). ATTACHED TO TOP AND I < BOTTOM RAIL WITH PATENTED N If TOG-L-LOC SYSTEM. TWO POINT LOCKING INTO TRACK. -•-•-•-�A OPTIONN OUTSIDE KEYED LOCK POSITION INNER BOTTOMLHR TOP BRACKET T,USED AS MAX. DOOR WIDTH = 16'-2" (1) 3-IN ROLLER CARRIER (P/N INSIDE ELEVATIONS 0120394) USED WITH Y TRACK. SNAP LATCH ENGAGES LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. END H OF ONE SNAP LATCH ON STILE. DOOR HEIGHT SECTIONS SLIDE BOLT LOCK EACH SIDE OF DOOR. UP TO 7'0' 4 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED ENGAGES INTO p B 7'3' TO 8'9' 5 SHORT PANEL O LONG PANEL PANEL EMBOSS DRS END VERTICAL TRACK. OUTSIDE LJ a 9 INTERN. a OF STD A OF CORM. SHORT PANEL STILE. HANDLE. 9'0' TO ]0.6' 6 ONE LOCK ON DOGR WIDTH STILES DOOR VIDTH INTERN,STILES INTERN.STILES a OF INTERN. LOCK BAR 10'9' TO 12'3' 7 (PER SEC7ION) <PER SECTIOW (PER SECTION' DOOR WIDTH STILES EACH SIDE OF OUTSIDE ENGAGES IN 12'6' TO 14'0' 6 9.2'TO 9'10' 3 92•TO 11'2• t 2 ER SECTION) DOOR. KEYED�� VEND TRACK ON 10'0•TO IFID• 4 u'4•TO 14.10• z 3 92'To Imo' 3 STILE. I4'3' TO 15'9' 9 HANDLE. EACH SIDE 12.0.70 13.10• 5 15'0'TO 16'2' 3 4 102•TO It- N/A IL 10 14.0'TO 15.10' 6 SEE NOTE BELOW REGARDING EXTRA 1106'10 14'6' S OF DOOR. MAX SECTION HEIGHTS 21' 16.01 TO IW21 7 STILION LONG PANEL Doo9s. 14•a•Ta I62• 7 INSIDE SLIDE BOLT INSIDE HANDLE S LOCK OPTION, DVTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH EXTRA STILES FOR LONG—PANEL MODELS. SNAP LATCH LOCK OPTION. LOCK BAR LOCKING. ADD NAL 18 CA, LES UIRED AS OTED I.......t 4 I THESE TABLES COMMERCIAL CCEHTER SOLES ARE ATTACHED Fl OPCS n aprETNEEeN ON gyp` (T H .l� -* THEE CLE9 RCAE. `��`�Q�•;CE fJS•Top EXISTING RESIDENTIAL CENTER STILES.COMMERCIAL CENTER STILES ARE THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ATTACHED WITH 700-L-LOC(TOP&BOTTOM)OR(4)3/16'POP RIVETS ULTIMATE WIND SPEEDS LISTED BELOW!ACCORDING TO THE FLORIDA N �� OR(4)pa SHEET METAL SCRCVIS. BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON �.:• 6 2 •' ASCE7-10) FOR THE FOLLOW/IMG CONDITIONS: 1)ENCLOSED MANUFACTURING PRODUCT CODESHORT PANEL: PAM F"3 BUILDING,2)DOOR HAS 2'OF WIDTH IN BUILDING'S END ZONE,3) LONG PANEL: PA F156 I ( ANY ROOF SLOPE,AND 4)TESTING IN ACCORDANCE WITH DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. ANSI/DASMA 108. SITE-SPECIFIC CALCULATIONS BY A QUALIFIED TEST LOADS: +540 P.S.F. & -63.0 P.S.F. PART NO.: N/A ^ A 9 STATE F t u!` DESIGN PROFESSIONAL MAY DIFFER. Unless Stated Olher••ise —Cin n 8585 Duke Boulevard WINDLOAD RATING A �'�n'•c Q �� ULTIMRTE WIND TOLERANCES Rr pay Mason,OH 4Bo-U53 /C D P 3 6 T 'moi cc O A S�.'•�` 1ss 16o vo Leo 195 ie1.Im.513-7 -4e➢o W O SPCED 011PH) .0= 3.03t Bulldi(y Pro2atls Comaacy fcs tlo.573-770-1853 EXPOSURE B,C�11 8,C,➢ D,C B.C B 000 = 3.0 5DESCRIPTION: 2-STEEL PAN DOORS 16'2"'N (SEE TABLE FOR MODELS) CATEGORY .0000 = 3.001 DRAWN BY: SH DATE: 11/19/12 SCALE: NTS DWG.-, DESIGN ENGINEER' Degrees 31/2' CHECKED BY: SH DATE: 11/20/12SHEET 1 OF 4 SIZE f_J SCOTT HAMILTON, P.E. MEAN RODF HEIGHT 25 ]5' 25' IS' 30' unless Slated Olherwlec FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES.DWG, NO.: 104710-A/8 VER: IBC 4 3 2 FL0Q00A p OO DMC T APPROVAL 1 C SCO 4 3 2 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET: REVISIONS MODELS 24 GA 1 25 GA 1 25 GA 24 GA MODELS 25 GA 2 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GD5S. GR5S 03 — — — SH I SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST I 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S HOLMES 48, 48B 142, 42B -- -- IDEAL 'CARRIAGE HOUSE' ED5S R SHORT LONG FLUSH SHORT PANEL D IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION: SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTA14T GLAZING ARE OPTIONAL DSB OR 1/8••ACYRUC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS IMIPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC GLAZING IS GE LEXAN SLX2432T,AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. IBC/FBC 2606 AND AN APPROVED C1 PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REOUIREMENT FOR VIINDBORNE DEBRIS CODE AND IS LARGE- AND SMALL-IJISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FSC/IBC). SECTION B-B (IMPACT-RESISTANT GLAZING OPTION) SECTION B-B (NON-IMPACT RESISTANT GLAZING OPTION C DETAIL'D' C FRONT FRAIAE WITH U.V. COATING ON OUTSIDE SURFACE. MOTE THAT FRONT FRAME IS NARROWER THAN DETAIL ' 'r--�� IMPACT—RESISTANT FRAIAE. 125 OPTIONAL DECORATIVE �/ 2.25 MULTIPURPOSE HIGH BOND TAPE SNAP-IN INSERT. (BET'W'EEN FRA41E AND FACADE). DECORATIVE FROM FACADE. ' GLAZING\ MOLDED INSIDE a.Iee� LITE RETAINER. STRUCTURAL SILICONE SEALANT 8x3/4'PAN HEAD SCREW (BETWEEN STEEL SKIN AND FRAME). • (10 SCREWS PER LITE).�\ J IMPACT RESISTANT _-// ONE-PIECE INJECTION YR POLYSTENE RETAINER FASTENED TO FRAME WITH B MOLDED GE LEXAN (10) 1f8.3/4"PAN HEAD UACHINE SCREWS. SLX2432T FRONT B FRAN.E d:GLAZING. IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DF;AVANG 104710-A DRAWING 104710-B 0�,�THAM�� .............. i N 2 MANUFACTURING PRODUCT CODE SHORT PANEL: PAN-2F153 DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. LONG PANEL: PAN-2F156 TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A A A O: STATE OF .�� Unless Stated Dths,ni- _ 8585 Duke Soule-ward W114DLOAD RATING !� o'• q. ��' TOLERANCES a e o Clopay Tel.IA. 11,OH-770-800 t / D P 3 6 T CL`••• O R 1 Q. Tei.t1o.513-770-48C0. �J •...... % .0 = 1.031 GA&I Products C—pan/ Fad Na.513-770-4853 X00 'GO ±.015 DESCRIPTION: 2'STEEL PAN DOORS 16.2-W (SEE TABLE FOR MODELS) DESIGN ENGINEER: Degrees t 1�Z DRAWN BY: SH DATE: 11/19/12 SCALE: NTS DWG.R SCOTT HAMILTON, P.E. CHECKED BY: SH DATE: 11/20/12 SHEET 2 OF 4 SIZE 1J Unless Stated Othem;se FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES.DVJG. NO.: 104710-A/B VER: IBC 3 2 G=L00---a100La p ODD UCT GIppROOMQL 16546 4 3 2 7 i 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS l MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 3 OF 4 REV. N0. ZONE:I DATE: I ECN NO.I APPVD:I DESCRIPTION CLOPAY 84A, 94 73, 75 1 76, 75L 98 CLOPAY 'GALLERY' G115S, GR5S 03 - - - SH SEE REVISION HISTORY ON SHEET ONE. I IDEAL 4RST 6RST 2P,ST 4F HOLMES 'ARTISTRY' A5 HOLMES 48, 48B 42, 42BI IDEAL 'CARRIAGE HOUSE' EDSS SHORT LONG I FLUSH I SHORT PANEL t-2"THICK D D HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (2) 12 GA. GALV. STEEL TOP ROLLER (NO LOAD FROM DOOR) N 25 GA. (0.019" .1.41N. THICK 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO DDS STEEL EXTERIOR SKIN BRACKETS (2-1/2" x 5-3/8"). EACH THE 2x6 VERTICAL SYP(GRADE 12 OR SETTER)JAMBS.NO LOAD FROM THE DOOR IS WITH G-40 GALVANIZING, ";� BRACKET ATTACHED W/(4) 114x5/8" SHEET kk TRANSFERRED TO THE HORIZONTAL(TOP)JAMB. BAKED-ON PRIMER AND A i METAL SCREWS. ADJUSTABLE SLIDE ATTACHED 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +288 LB& -336 L8.PER LINEAR BAKED-ON POLYESTER PAINTED TO TOP BRACKET WITH (2) 1/4'x1/2" BOLTS FOOT OF JAMB. AND NUTS PER BRACKET. 3, ALL JAMB FASTENERS MAY BE(BUT ARE NOT.REOUIRED 70 BE)COUNTERSUNK TO PROVIDE A TOP COAT APPLIED TO BOTH A FASTE14ER FLUSH MOUNTING SURFACE. SIDES OF STEEL SKIN. TYPE 4. A 1/3 STRESS INCREASE FOR WIND 10A0 WAS Q USED 114 THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL,CONCRETE A14D MASONRY. MAX. O.C. C I SHIP LAP 14 GA_ MIN. GALV. ROLLER HINGE. EACH C ,p—HINGE FASTENED TO END STILES W/(4) 2.6 VERTICAL JAMB -� filHEET METL AND (2) 1/4"x3 4"S ELF TA PING SCREWS. SEE 4"— VIEW "8-. L 014E 4" T-STRU7 PER SECTION. (SEE VIEW 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT VIE1"! "D "0") EACH T-STRUT ATTACHED AT EACH (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2.6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) 4"TALL TAPER STRUT. /-HINGE LOCATION WITH (2) 1/4"x3/4" SELF tnaxlMuln 0.057" MIN. GALV. STEEL, TAPPING SCREWS. ON-CENTER 50 KSI. MIN. DISTANCE STEEL BETWEEN WASHERS BUILDING TYPE FASTENER TYPE FASTENERS•REOUIRED? BLOCK WAO, x 1- 4" IN. MB TAPG N CONCRETE AN HOR 7-I 1"0.0. 3000 PSI MIN. CONCRETE 14 x 1'MIN. IN. TAPCON CONCRETE ANCHOR 8-1 4 1" O.D. B2000 P I 1,41N T 3/8"X 1-3/4-MIN. EMBED'NEJ-IT ANKR TITE SLEEVE ANCHOR 16-1/2' INCLUDED 4000 PSI 1-3/4"MIN. .1 W -IT A KR TITE SLEEVE 4- IN LUD 0 V FAL W A NT 307 GRAD 8" ) iSTRUCTURE17-3 4" 1 J FIRST(BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF THE'MAXIMUM ON-CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. 12 GA. MIN. GALV, S MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK:2-1/2" STEEL BOTTOM BRACKET EXCLUDING STUCCO THICKNESS. ATTACHED WITH (2) TEEL B8" SHEET ACETAL SCREWS. ALUMINUM EXTRUSION 7i VINYL WEATHERSTRIP. #14x5/8" SHEET METAL SCREWS SECTION A-A (SIDE VIEW) J� GO GEN ATO o �i�� 1. 0 MANUFACTURING PRODUCT CODE Oo O 0 SHORT PANEL: PAN-21`153 / y 1/4"x3/4" SELF DESIGN LOADS: +36.0 P.S.F_ 8c -42.0 P.S.F. LONG PANEL: PAN-21`156 -U:• vr'��'L'Q` O O TAPPING SCREWS. PART NO.: NIA b T 5T LOADS: +54,0 P.S.F. & -63.0 P.S.F. / A 14 GA. END HINGES 18 GA. (MIN.) INTERMEDIATE HINGE unmss Stated Olncrwise _Cho a 8585 Duke 5040 SA W]NDLOAD RATING �o'•.�� P,:�� VIEW "B VIEW "C" TOLERA14CES o e p y Tel.N;51-170-USA 1 /c D P 3 6 T Tel.N.513-770-4890 bV O i��s•. O R 1 ,� .D = 7.031 Bu7ding PraducR Co:yorry Fax N.513-770-4853 Sr11IVA11��`� a00 = 7.015 DESCRIPTION: 2"STEEL PAN DOORS 16'2"W (SEE TABLE FOR MODELS) 1"2DESIGN ENGINEER: De005 0000 =reaS iii DRAWN BY: SH DATE: 11/19/12 SCALE: NTS OWG.R SCOTT HAMILTON, P.E. U,An"9Stated Dlnerwga CHECKED BY: SH DATE: 17/20/12 SHEET 3 OF 4 SIZE 1J FLORIDA LICENSE No. 63286 OIMENUONS ARE IN INCHES. DWG. NO.: 104710-A/B VER: IBC 4 3 2 Ff�OG3aDQ G°� OO DM�� LaG°�FROO VALE I C�� 4 3 2 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET+ REVISIONS MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 4. OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GD5S, GR5S 03 - - - SH SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S HOLMES 48, 48B 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' E15S T PANEL SHORT LONG FLUSH HORIZONTAL TRACK SUPPORT BY D D DOOR INSTALLER K SUIT()1, NOTE,TRACK C014FIGURATION ABOVE THE DOOR COUNTERBALANCE SYSTEM 1.10 CONFIGURATION DOOR OPENING DOES NOT AFFECT THE DOOR DOORS UP TO 800 LBS, WIND LOAD RATING OF THIS DOOR. HEIGHT "L" 13 GA GALV, STEEL FLAG BRACKET FTTACHED TO 6•_ - 1"DOOR OVERLAP(EACH SIDE) STOP MOULDING 8Y DOOR INSTALLER(70 SUIT). JAMB ri'ITH (3)5/16"X 1-5/8`UtG SCT 7'-0" 76" rASROD: O TRACK WITH (2) 1/4"RIVETS. •• 2x6 SYP WOOD JAMB.SEE i�i6 GA GALV.STEEL END STILE. 7'-6" "JAMB PREPARATION NOTE t8 CA.GALV. STEEL DOUBLE END STILE 2" TRACK CONFIGURATION i 8-0" -'. .. DOORS UP TO 800 LBS. u SPACING NTE 14"O.C. 8-6" .4" 20 GA.MIN. GALV.STEEL INTERN.STILE. s -9--c-1 0" 2-1/2"X 12 CA GALV.STEEL / 18 GA. GALV.STEEL INTER. ¢ 9'-6-f 06" J HINGE FASTENED TO CENTER 10'-0` 1 TRACK BRACKETS FASTENED TO STILE of/(4) EACH 11415/8` a 2"GALV,STEEL TRACK, 70'-6 118" WOOD JAMBS WITH 5/6`X 1-5/8" SHEET METAL SCREWS. TRACK THICKNESS:0.063". 11-0 I 4- LAG SCREWS NOT TO EXCEED 14"11'-6•' Ohl-CENTER.MIN.OF (9)LAC ,-7/16"I.D. ROUND s SCREWS REOUIRED PER JAMB. PUSH NUT 1 FASTENER. _ [. 2 " 12'-6"142- 2"GALV_STEEL TRACK FASTENED TO C TY-P. 2-1/2"X 12 CA GALV. 13'-0"148" 12 GA GALV STEEL TRACK BRACKETS 14 CA.GALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH#14x5/8" i STEEL TRACK BRACKETS, 13'-6-154:- WITH EOHER(1) 1/4"DfA RIVETS OR SHEET METAL SCREWS AND(2) 1/4"SELF TAPPING SCREWS PER END HINGE. z ATTACHED TO JAtA9 WH(I) 14'-0"160" (1) 1/4"X 5/$"BOLT dt NUT PER a ' 5/16"% 1-5/8"LAG SCREW PER 14'- TRACK BRACKET. 2"DIA. 7-1/2"LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. TRACK BRACKET. 15'-0-17 15'-6" 78" 1/2` SECTIOPI C-C LHR BRACKET(2-1/2"x 5-3/4'z 12GA) PREPARATION OF JAMBS BY OTHERS ATTACHED WITH(2) 1/4"x 3/4"SELF TAPPING SCRELYS. ROTE THAT LHR BRACKETS ARE ALSO USED WITH "DOUBLE END STILE`AS SHOWN It" NOTE: TRACK CONFIGURATION ABOVE THE f�.1.1-3 SHEET 1. 3" TRACK CONFIGURATION DOOR OPENING DOES NOTAFFECTTI4E JAMB CONFIGURATION DOUBLE TRACK DOORS 800 LBS AND OVER. WIND LOAD RATING OF THIS DOOR. DOORS 800 L8S AND OVER. Lo1yHEADROM OPTIONCENTER HANG REQUIRED FOR (AVAIL FOR BOTH 2"AND3"TRACK) ODORS OVER 8'RICH. OUE HORIZONTAL 1"DOOR OVERLAP(EACH SIDE) CK. B 2x6 SYP WOOD JAMB. SEE STOP MOULDING BY DOOR INSTALLER(TO SUIT), 3"GALVTAPERED STEEL TRACK AND ANGLETRACK p / . . 16 CA.GALV. 'IAMB PREPARATION NOTE". STEEL END STILE. - 78 GA GALV.STEEL DOUBLE END STILE. THICKNESS:0.101'.ANGLE THICKNESS:0.080-. HORIZONTAL TRACK - - 2p GA. MIN.GALV. STEEL INTERM.STILE. MIN.ANGLE DIMENSIONS 3-1/4"x 2-7/8". SUPPORT BY DOOR VERTICAL/HORIZONTAL TRACK 14"MAXIMUM SPACING INSTALLER(TO SUN). 18 GA GALV.STEEL INTER. 3-1/4"z 2-7/8"MIN.x 0.080"TAPERED / HINGE FASTEtJED TO CENTER JUNCTION.TWO 1/4"BOLTS FROM.LAST MOUNTING J @ NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE. SEE LAG BOLT 1AOUNTING BELOW. S STILE V1/(4)EACH#14.5/8" i 7/16` UND SHEET METAL SCREWS. PUSH NUT a ADDITIONAL MOUNTING SLOTS FASTENER. SPACED AT 12"CENTERS. a 0.101"THICK 3"GALV.STEEL TRACK FASTE.eDNED 14 GA.GALV.STEEL ROLLER HINGES FASTENED TO END TTA TO ETAL EWS C'Or.......... HA/Lf/4Z�� c' 4 12 ON CEIJTEft TAPERED ANGLE EWI H ANGLE. NE TRACK z%8"CBOLTHED T7t AND E(2)11/4"SELF TAPPING"SCREWSIPER END HINGE. ,O S., �i� = NUT AT EACH MOUNTING SLOT. /, F• �iy i 3"DIA. 8-1/2"LONG STELA BALL BEARING STEEL ROLLER. 86 z SECTION C-C MANUFACTURING PRODUCT CODE *;• ONE.Y•"TRACK BOLT AND NUT AT EACH PREPARATION OF JAb185 BY OTHERS. SHORT PANEL: PAN 153 a 34 A10UNTING SLOT LOCATION. LOtJC PANEL: PAN_2 I DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. TEST LOADS: +54.0 P.S.F. & -53.0 P.S.F. PART NO.: N/A ^ DDDR VERTICAL unless st6tea omer»ve _Clopay 8585 Duke Boutr ord V]NDLOA➢RATING A 0•. �, <11�� 22` HEIGHT TRACK LENGTH Moson, ON 4504D USA T . P' k7-_O 72 TOLERANCES Are Tei. lo.S13-770-4800W6 DP36T � i1E `%,,, TO" i08DISTANCES AS THE/TRACKOBOLTS(LEP 3ED AT'HOE SAME 34" 000 tA05DESCRPTION:.0 t.031 Rilid',q ftd�ts nwe2"STEELt PANS DOORS 316'2W (SEE TABLE FOR MODELS) 132 46", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16',28`,74 .11000 7.001 DRA'NN BY; SH DATE: 11/19/1 SCALE: NTS DWG. /2" 156"DESIGN ENGINEER• 180 40 FR01.1 BOTiOIA. TWO LAG SCREWS ALSO LOCATED ABOVE Degrees = t I/2' CHECKED BY: SH DATE; 11/20/12 SHEET 4 OF 4 SIZE iJ SCOTT HAMILTOIJ, P,E. VERYICAL/HORIZONTAL TRACK JUNCTION. Unless 6tcled 00-e ... FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INcHEs. DWG. NO.: 104710-A/B VER: IBC 4 3 2 FLORIDA PACO T APPROVAL 16546 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 2011994 and TAS 203--1994 and ASTM E1886-2005 and ASTM E1996-2009 and ANSI/IOASMA 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 f_or_doors with Manufacturing Product Code (MPC) P,�gN_ZFi 101922-A-Rev15, max. door size 16'0" x 1610"; +32/-32 PSP (design oad) 104710-A-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load) -TABi,E 2.:_..D.rawings...for doors with Manufacturing Product Code ((MPC) PAN-2F443- 104791-RevOS, max. door size 1612" x 1610 +46/-52 PSP (design load) 104121-RevO4, max. door size 9'0" x 1610"; +50/-58 PSF (design load) 105109-A-Rev01, max. door size 18'0" x 16'0"; +25/-25 PSF (design load) jA LE_3: Drawings for doors with Manufacturing Product CodeIMF�C) 156;. 101922-A-�Rev1.5, max. door size 1610" x 1610"; +32/-32 PSF ( esign load) 104710-A-RevO3, max. door size 16'2" x 1610"; +36/--42 PSF (design load) TABLE 4: Drawings for doors with Manufp_q_L ina_Pr_oduct Code (MPC) PANSP-2F153: 104818-A-Rev01, max, door size 16'2' x 16'0"; +32/-37 PSF (design load) TA13LE 5:_Drawings_for doors with Manufacturing Product Code (MPQ e, .$ 104818-A-Rev01, max. door size 16'2" x 16'0"; +32/-37 PSP (design oad) TABLE 6: Drawincls for dogr ltb Manufacturing Product Code MPC DSIE-1A171! 104814-A--RevpO, max. door size 9'0" x 16'0"; +36/-44 PSF (design load) TABLE 7: Drawings for doors with Mufag= ctaring Product Code (MPC) PAN-2F446: 105109-A-Rev00, max. door size 1810 ' x 16'0"; +25/-25 PSF (design load) PAGE I OF:6 FIM CBPC_131211-A.6 i, EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5-W8 TABLE 8: Drawings for doors with Manufacturing_pfodt�ct Code (MPC) SPO-2F499: 104791-RevO5, max, door size 1612" x 1610: +46/-52 PSF (design load) 104121-Rev04, max. door size 910" x 1610 +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• 101922-6-RevX5, max. door size 16'0" x 16'0"; +32/-32 PSF (design load) 104710-6-RevO3, max, door size 16'2" x 16'0"; +36/-42 PSF (design load) LE 10: Drawings for doors with Manufacturing Product Code MPC PAN- A3: 105101-RevOO, max. door size 20'0" x 16'0"; +30/-32 PSF (designload) TABLE 11: Drawings fob doors with ManufacturingProduct C d MPC) PAN-2F156! 101922-13-Rev15, max. door size 1610 x 16'0"; +32/=32 PSP (design load) 104710- B-RevO3, max. door size 16'2" x 16'0"; +36/-42 PSF (design load) TABLE 12: Drawings for oar-with Manufacturing Prodl�ct Code (MPC) PANSP-2F153• 104818-13-Rev01, max. door size 16'2" x 1610"; +32/-37 PSF (design load) TABLE 13: Drawin s for doors with Manufacturing Product Code (MPC) PANSP-2F156• 104818-6--Rev01, max. door size 1612" x 1610' ; +32/-37 PSF (design load) TA BL _1-4:..Drawings for doors with MaUij,fecturing Product Code (MPC) DSIE-j 104$14-6-Rev00, max. door size 9'0" x 16'0"; +36/-44 PSF (design load) TABLE 15: Drawings for doors_ with Manufacturing Product Code (MPP' PAN-2F443., 105109-B-Rev01, max. door size 18'0" x 1610"; +25/-25 PSF (design load) TABLE 16: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F446: 105109-6-Rev01, max, door size 18'0" x 16'0"; +25/-25 PSF (design load) TAB 1y: Drawin s for doors with Magufacturing Product Code MRC W-1B 105116-Rev01, max. door size 1810" x 8'0"; +32/-36 PSF (designload) 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), 16004 (4/4/16), 16-007 (5/16/16) . PAGE 2 OF 6 FILE: CBPC_131211-A.6 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5®W8 Product Description for doors with MPC PAN-2F15:�: 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, 4813, 42, 42B, 55, 55S, GD5S, GD5SV, GR5S, GR5SV, ARES, AR5SV, ED5S, FD5SV, Not all models may be shown on a given drawing, Prod ct Description for doors with MPC P6N-2F143: 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, 4F, 4RST, 4RSF, 48, 48B. 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. (0.02211) 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, ED45V, MR4S, SS4, AR4S, MR4SV, SS4V, AR4SV, Not all models may be shown on a given drawing. Product Description-,fordpQrs W.Ith MPC PAN-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 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 Descripti_on_for doors with MPC PANSP-2FiS3:, 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 injection-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 9 OF 6 FILE: CBPC_131211-A.6 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5-W8 Product Description for doors with MPC_ PANSP-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-top 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 DSIE-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, 61301 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, GR2LP, AUSP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 62051 SFR68. Not all models may be shown on a given drawing. Product Description for doors with MPC SPQzE449:. 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 EVALUATioN REPORT FOR CLOPAY BUILDING PROOUCT5 COMPANY SECTIONAL GARAGE DOOR$,W$—W8 Product beacription 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 doors with MPC PAN-2F446: These doors consist of 2" thick steel pan doors with min. 24 ga. (0.02211) 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, GD4LV, GR4LV, E4L, ED4L, E4LV, ED4LV, MR4L, SL4, AR4L,. MR4LV, SL4V, AR4LV. Not all models may be shown on a given drawing. IMR Resistant Glazing (Molded,L 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 D2843, ASTM D635, ASTM D1929. Imgal &gab9Wnt_GIazing (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, 9031.4, 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 (Sayer, 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 OP 6 FIL,. CBPG_131211-A.6 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCT$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: A1��,'' 0 63286 Scott Ha P E. ' Florida P. E. No. 63286 s '+ 4 Date: 6 c{.-� �l " O:. STATE OF PAGE 6 Or 6 FILE: CBPC 131211-A.6