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Home My WebLink AboutProduct Approval 5/4/2018 Florida Building Code Online FLOPICA]DEPARTMENT OF Business • Professional 0-1 =gym BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Florida ®' Product Approval ■ USER:Public User --- - - RECEIVED Product Approval Menu>Product or Application Search>Application List>A a ion Detail MAY 0 7 2018 • • FL# FL16546-R9 SECRETARY Application Type Revision ST. L-u4ia County, Permitting Code Version 2017 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 wLE C 0 Or v, Authorized Signature Scott Hamilton shamilton@clo co Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email i Category Exterior Doors Subcategory Sectional Exterior Do Assemblies Compliance Method Evaluation P W from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Scott Hamilton Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA, Inc. -QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Gary Pfuehler Validation Checklist- Hardcopy Received Certificate of Independence FL16546 R9 COI Certification of Independence of Validation Entity_ Gry 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/o2bnFgUMAguIPw2FMmJ3EOkQZtHTJPD6EgZnXAPQp/`3d°/`3d 5/4/2018 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16546 R9 Equiv 20170809- FBC- DASMA 108 equiy.pdf FL16546 R9 Equiv 20170809-FBC- DASMA 115 equiv. df 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 Date Revised 04/18/2018 Summary of Products 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(9'2"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,ARSSV, ED5S, ED5SV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R9 II 101922-A-Revl5.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 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 16546.2 02 W5-16-HY PAN-2F153/6: 73, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'0"wide) 1500, 75,76, 190,84A,94,42,42B, WINDCODE@ W5 Garage Door 48,4813, 55,4F,4RST,6RST,4RSF, 6RSF,GD5S,GD5SV,GR5S,GR5SV, AR5S,ARSSV,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.p_df 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-2F443: GD4S,GR4S, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double- ED4S, AR4S Car(9'2"to 16'2"wide)WINDCODEO W8 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16546 R9 II 104791-Rev05.pd 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(no FL16546 R9 AE CBPC 131211-A.of 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, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'2"wide) 190,84A, 94,42,42B,48,48B, 55, WINDCODE®W6 Garage Door with Optional Impact-Resistant 4RST, 6RST,4RSF,6RSF,GD5S, Lites GD5SV,GR5S,GR5SV,AR5S, ARSSV, ED5S,EDSSV Limits of Use Installation Instructions Approved for use in HVHZ: Yes 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 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUMAguIPw2FMmJ3EOkQZtHTJPD6EgZnXAPQ%3d%3d 4 3 2 1 j 'CLASSIC'RAISED PANEL EMBOSS DOORS DOOR HEIGHTN OF N ❑F U-BARS SHEET REVISIONS OF 1 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION MODELS 24 GA 24 GA [NS 25 GA 25 GA INS 25 GA 25 GA INS UP TO 7'0' 4 8 CLOPAr 94A,94 -- 73, 75 1500, 190 76 76v 7.3' TO 8'9' 5 10 15 - 9/2016 - SH UPDATED U-BAR DESCRIPTION. IDEAL 4RST, 4F• IRSF ,RST 6RSF 2RST -- 900' TO 10'6' 6 12 HOLV,ES 48, 48B 1 142, 42BI 55,55S 1 -- -- 10'9' TO 12'3' 7 14 SHORT PANEL LONG PANEL 12'6' TO 14'0' LjA�d D H - MODEL 4F IS FLUSH 14'3' TO 15'9' D 16'0'MAX SECTI "CLASSIC- SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC" 'CLASSIC'RAISED PANEL EMBOSS DOORS A LONG PANEL ALSO APPROVED. SEE TABLES AT LEFT FOR DETAILS, SHORT PANEL LONG PANEL OPTIONAL GLAZING MAY BE N OF INTERM.N OF INTERN. NOF STD NOF COMM. N OF INTERN. DOOR WIDTH DOOR WIDTH 7111 IMPACT-RESISTANT OR STANDARD DSB OR STILES HINGES INTERN. STILES iNTERlL STILES HINGES 11'1BETTER). SEE SECTION 8-8 ON SHEET TWO 9'2• TO ' 1 1 9'2' TO 11'0 1 0 1 FOR DETAILS. GLAZING MAY BE IN TOP OR 10'0•TO 13'10' 2 2 11'4• TO 14.110• 2 1 2 zo INTERMEDIATE SECTION (SHOWN IN 12.0' TO 13'10' 3 2 15'0• TO 16'2' 3 2 3 I INTERMEDIATE SECTION). 4'0'TO 15'10' 4 4 SEE NOTE BELOW REGARDING EXTRA !6'0' TO 16'2' S / / / 3 STILES ON LONG PANEL DOORS. / ! / / / / / / SHORT GLAZING ONLY. 1 Nv VIEW "B"•. 'CARRIAGE HOUSE' 'CARRIAGE HOUSE'RAISED PANEL RAISED PANEL EMBOSS DOORS SHORT EMBOSS DOORS t C O _ MODELS 25 GA 25 GA INSDOOR WIDTH N OF INTERN.N OF INTERN. = C VIEW •'C". CLOPAY STILES HINGES C .GALLERY, GD5S,GR5S GD5SV,GRSSv g•2• TO 10.0' 1 1 20 GA. END STILES ATTACHED 70 C HOLMES 10.2• TO 11'4' N/A N/A o DOOR SKIN WITH PATENTED 'ARTISTRY• AR5S AR5SV 11.6' TO 13.10' 3 2 70G-L-LOC SYSTEM (TOP, BOTTOM & IDEAL 'CARRIAGE 14.0. 70 16'0' 5 3 CENTER). ATTACHED TO TOP AND HOUSE' EDSS ED5SV 3 BOTTOM RAIL WITH PATENTED SHORT PANEL TOG-L-LOC SYSTEM- TWO POINT LOCKING THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE INTO TRACK. ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON Lgo-- ASCEING. FOR THE FOLLOWING CONDTH IN ONS: I ENCLOSED A OPTIONAL OUTSIDE KEYED LOCK POSITION BUILDING. 2) DOOR HAS 2.OF WIDTH IN BUILDING'S ENO ZONE, 3) ANY ROOF SLOPE,AND 4)TESTING IN ACCORDANCE WITH MAX. DOOR WIDTH = 16•-0" ANSI/UASMA 108.SITE-SPECIFIC CALCULATIONS BY A QUALIFIED INSIDE ELEVATIONS_ SNAP LATCH ENGAGES DESIGN PROFESSIONAL MAY DIFFER. LOCATION OF OPTIONAL VENTS. TOTAL ONTO VERTICAL TRACK. B ULTIMATE WIND 140 I45 I50 160 175 VENT OPENINGS: 60 IN' PER VEHICLE. ONE SNAP LATCH R SPEED(MPH) EACH SIDE OF DOOR. B END EXPOSURE B,C, D B,C, D B,C B. C B STILE. CATEGORY MEAN ROOF HEIGHT 25' 15• 25' 15' 30• 1 EXTRA STILES FOR LONG—PANEL MODELS. SLIDE BOLT LOCK OUTSIDE ADDITIONAL 18 GAL COMMERCIAL INTERN. STILES REQUIRED AS NOTED ON ENGAGES INTO END THE TABLES ABOVE. END VERTICAL TRACK. KEYED STILE. OUTSIDE THESE COMMERCIAL CENTER STILES ARE ATTACHED MIDPOINT BETWEEN THE STILE. ONE LOCK A HANDLE HANDLE. LOCK BAR EXISTING RESIDENTIAL CENTER STILES. COMMERCIAL CENTER STILES ARE EACH SIDE OF ENGAGES IN ATTACHED W17H TOC-L-LOC(TOP&BOTTOM)OR (4)3/16'POP RIVETS INSIDE HANDLE TRACK ON OR(4) /8 SHEET METAL SCREWS. DOOR. OUTSIDE KEYED LOCK WITH �tTLHArM��Ai,�, SNAP LATCH LOCK OPTION. OF DOOREACH • O�cE jy'S�TO,y��^ INSIDE SLIDE BOLT OUTSIDE KEYED LOCK WITH L'R-E LOCK OPTION. LOCK BAR LOCKING. No 6VtjD- METAL SHEET 37� METAL SCREWS MANUFACTURING PRODUCT CODE _*.' �•�+/ 6 •1* p — SHORT PANEL: PAN-21`153 O D LOADS: +32.0 P.S.F. do P.S.F. LONG PANEL: PAN-2F756 s•3{/!� " TE DADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO.: N/A A r O'.. STAE OF :��F� 4 ELF A nPI EW 0 V a Stohe olner.:n 8585 Duke Boulerord VINDLOAD RATINGP. �1 V Moson,OM 45040 USAp. � � [Qo T FRANCES nr. O a W5 DP32 .R 1 Tel.No.513-770-4800/' ••••"�r1 �� .0 3.031 Buidiiq Waducls Wmpony Foz No-513-770-4853/ONA' : O .00 3-015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF Pea A. ND MIN• 18 GA. INTERMEDIATE HINGE .000 - 3.005DESIGN ENGINEER: MEW "e^ ylEw c G000 = 3.001 DRAWN 8Y: MWW DATE: 1/26/96 SCALE: NTS DwG.R Degrees - t 1/2' CHECKED BY: -- DATE: -- SHEET 1 OF 4 SIZE 1J SCOTT HAMILTON, P.E. UNeaa IV' otnv�se FLORIDA ICENSE No. 63286 OIMENSIDN$AMIE IN INCHES.DWG. ND.: 101922 VER: IBC 4 3 2 II 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' SHEET- REVISIONS RAISED PANEL EMBOSS DOORS Z OF 4 p MODELS 24 GA 24 GA INS 25 GA 25 GA INS 25 GA 25 GA INS MODELS 25 GA 25 GA INS REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION YN CL PA 64A,94 73. 75 1500,190 76 76v CLOPAY 15 SEE REVISION HISTORY ON SHEET ONE. IDEAL__148 GALLERY, 4F. 4RSF 6RST 6RSF 2RST - 'GALLERY' GD5S,GR5S GD5SV, GR5SV HOLMES 1 48, 488 I -- 142,42BI 55, 55S I HOLMES pRSS ARSSV S14ORT PANEL LONG PANEL ARTISTRY' IDEAL 'CARRIAGE D EDSS ED5SV D• -MODEL 41` IS FLUSH HOUSE' SHORT PANEL IMPACT-RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION: SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8"ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PIASKOLITE 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. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE THE ENITRE 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 REQUIREMENT FOR WINDBORNE DEBRIS CODE AbQ MEETS THE IMPACT-RESISTANT REQUIREMENTS (REF. CHAPTER 16 FBC/IBC). REGIONS (REF. CHAPTER 16 FBC/IBC). SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) SECTION B—B (NON—IMPACT RESISTANT GLAZING OPTION C �I DETAIL'0' C FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN IMPACT-RESISTANT FRAME. �In OPDONAI.DECORATIVE' BPS MULTIPURPOSE HIGH BOND TAPE SNAP-IN INSERT. �. (BETWEEN FRAME AND FACADE). . DECORATIVE FRONT FACADE. GLAZING ILS . nIeBJ r✓1—� MI E RETAINER. \ / DED INSIDE STRUCTURAL SILICONE SEALANT (BETWEEN STEEL SKIN AND FRAME). (10 SC" PAN HEAD SCREW (10 SCREWS PER LITE). IMPACT RESISTANT ONE-PIECE IN.1ECTgN POLYSTYRENE RETAINER FASTENED TO FRAME WITH MOLDED GE LEXAN (10) /8. 3/4"PAN HEAD MACHINE SCREWS. B SLX2432T FRONT B FRAME B GLAZING. IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 101922-A DRAWING 101922-B HAM �%�Gpll E Ar s� T�1.�' -�*•:• Np+6326 /=' MANUFACTURING PRODUCT CODE ��- T�I MIN. 25 GDOORS. MPC PAN-21`153/6 SHORT PANEL: PAN-21`153 A DESIGN LOADS: +32.0 P.S.F. & -32.0 P.S.F. LONG PANEL: PAN-21`156 TEST LOADS: +48.0 P.S.F. do -48.0 P.S.F. PART NO.: N/A A A p'. STATE OF :�/� Unlet.stone Otnn-be — 8565 Doke BoulevorC VINDLOAD RATING ��n'' ° P,.' ` TOLERANCES o.A 2 Clopay Momn,OM 45040 DSA \ /5 D P 3 2 •�F O R 1 Q .` Tu.N.5ua7o-4853 1/+/ lit,"%0 .000 - 2.0175 DES RIPTIProd�l5 Campalry Fax N0.513-770-4853 TT ,4 DESCRIPTION: CLASSIC AND CH RP STEEL PAN OC +32/-32 PSF DESIGN ENGINEER: : s.001 DRAWN BY: MWW DATE: 1/26/96 SCALE: NTS DWG.R CHECKED BY: -- DATE: -- SHEET 2 OF a ISIZE 1J SCOTT HAMILTON. P.E. Ueless Stotea Oth—h. FLORIDA LICENSE N DIMENSIONS ARE IN INCHES. DWG. NO.: 101922 VER: IBC 4 3 2 1 G 4 3 111ir 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' SHEET REVISIONS RAISED PANEL EMBOSS DOORS 3 OF 4 MODELS 24 2 24 GA INS 25 GA 25 GA INS 23 GA 25 GA INS MODELS 25 GA 25 GA INS REV. N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 84A,94 -- 73, 73 1500,190 76 76V CLOPAy SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST,4F■ 4RSF 6RST 6RSF 2RST 'GALLERY' GDSS,GR35 GDSSV,GRSSV HOLMES 48, 48D -- 142, 422 55,55S - - HOLMES ARSS ARSSV SHORT PANEL LONG PANEL 'ARTISTRY' 3" TALL U-BAR. • - MODEL 41`IS FLUSH IDEAL 'CARRIAGE HOUSE. EDSS EDSSV -�I r 2"THICK MI GA GALS. STEEL. N. YIELD STRENGTH: 80 KSI, _MIp SHORT PANEL SO KSI" STAMPED ONTO U-BAR. IN THE CASE OF GYPSUM WALLBOARD LOCATED AT OR NEAR THE DOOR OPENING LOCATION THERE ARE TWO L� 3 r ACCEPTABLE ALTERNATIVES: 25 GA.. MIN. G-40 GALV. 1-7/8" 1 THE WALLBOARD CAN BE CUT AWAY FROM THE DOOR OPENING AND 2X6 SOUTHERN YELLOW PINE WOOD JAMBS STEEL SKIN WITH A MOUNTED DIRECTLY TO THE SUPPORTING STRUCTURE TO CREATE THE MOUNTING SURFACE. ALTERNATIVELY,THE BAKED-ON PRIMER AND A T BRACKETS MAY BE ATTACHED DIRECTLY TO THE SUPPORTING STRUCTURE. SEE DETAIL BELOW. THE CENTER OF BAKED-ON POLYESTER TOP SCREW HOLE MUST BE AT LEAST Ye" FROM BOTH EDGES FOR A 5/16" LAG SCREW. COAT APPLIED TO BOTH 2)IF THE WALLBOARD IS NOT CUT AWAY TO EXPOSE THE UNDERLYING STRUCTURE (WOOD FRAMING MEMBERS), A SIDES OF STEEL SKIN. 12 GA GALV. STEEL TOP ROLLER 2X6 SOUTHERN YELLOW PINE WOOD BUCK OVER SHALL BE INSTALLED THE WALLBOARD FRAMING THE OPENING BRACKET. EACH BRACKET ATTACHED USING THE JAMB ATTACHMENT FASTENERS LISTED BELOW. HOWEVER, THE JAMB ATTACHMENT FASTENERS MUST W/(4) #14x5/8" SHEET METAL BE OF A SUFFICIENT INCREASED LENGTH TO ACCOUNT FOR THE THICKNESS OF THE WALLBOARD TO ENSURE SCREWS. PROPER FASTENER EMBEDMENT INTO THE STRUCTURAL FRAMING MEMBERS OF THE SUPPORTING STRUCTURE. 1/2• FROM EDGE BOTTOM OF SECTION: U-BAR PLACED SHIP LAP JOINTS. ABOVE OF LEAF HINGE AS SHOWN. C 14 GA. GALV. STEEL END HINGE C FASTENED TO END STILES W/(4) EACH #144/8" SHEET METAL SCREWS k (4) 1# DENSITY POLYSTYRENE FOAM 1/4" SELF TAPPING SCREWS. INSULATION 1-5/16`THICK WITH VINYL HAIRCELL BACKER TOP OF SECTION: U-BAR PLACED ON VERTICAL JAMB ATTACHMENT (WOOD- EM F eE, BUILDINGS)- (INSULATED MODELS ONLY). TOP OF LEAF HINGE AS SHOWN. BE CO" LAG SCREWS {1-1/2" EMBED) ON 24' CENTERS. t-i/8" MIN. O.D. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. • VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2,000 PSI MIN CONCRETE O MN): 3"TALL x 20 GA. GALV. STEEL U-BAR. 3/8 x3 SLEEVE ANCHOR BOLTS (1-1/2" EMBED) ON t7" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS ONE AT THE TOP OF EACH SECTION AND INCLUDED WITH SLEEVE ANCHORS. ONE AT THE BOTTOM OF EACH SECTION. OR 1/4-x3/4-1 -SSELF TAPPING SCREWS PER ATTACHED I 1/4"x3" TAPCON SCREWS (1-1/2- EMBED) ON 14"CENTERS (2,000 PSI MIN. CONCRETE) OR 8"CENTERS (C-90 STILE LOCATION, B BLOCK). I" MIN. O.D. WASHERS REQUIRED WITH TAPCONS. B ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE, HORRONTAL JAMBS DO NOT TRANSFER LOAD. OTHER JAMB CONFIGURATIONS_; REFER TO DASMA TDS-161. A LICENSED DESIGN PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS ANO/OR JAMB CONFIGURATIONS. 13 GA. GALV. STEEL BOTTOM BRACKET. AgM. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE ATTACHED WITH (2) #144/8" SHEET METAL SCREWS PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES ALUMINUM EXTRUSION FOR THE LOADS LISTED ON THE DRAWING. -.0 -( HAgq% WEATHERSTRIP. l�i♦♦ SECTION A-A (SIDE VIEW) �` G� TD ♦i ��,,6 �,�CENBF•••? �� No *3Q8MANUFA� MIN. .e_ DOORc MP. PAN- Ft Z/6 SHORTCPANEU PANTURING D2F153 DE "o' t/fLVV DESIGN LOADS: +32.0 P.S.F, & 9,2 0 P.S.F. LONG PANEL: PAN-21`156 _+/<<f�� TEST LOADS: +48.0 P.S_F, do -48.0 P.S.F. PART NO.: N/A A '. STATE OF A ♦Q•. ((/ Wxa■s Stored OtNe,.Ip 8585 Duke Boulevard VINDLOAD RATING ��n�• <O R T 1D..'•�_��, TOLERANCES ae■ Clopay M°'°°'DH 450'°DM W S D P 3 2 ♦♦s ,ONAt `bI=Na 513 770-48M ♦ tS � ♦ .0 � 1.031 �r9 PJ'°�K�M Fa■N°.573-770-4653 ♦!!!n■■�■�1444 �00 *,DUOS DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF DESIGN ENGINEER: 0000 a 3.00, DRAWN BY: MWW DATE: 1/26/96 SCALE: NTS DWG. Degrees t 1/2' CHECKED BY: -- DATE: -- SHEET 3 OF 4 SIZE B SCOTT HAMILTON, No. Unless SJ°Jtd Omer"�■t FLORIDA LICENSE No. 63286 DIMENSIONS.RE IN INCHES.DWG. NO.: 101922 VER: IBC 4 3 2 1 t r x. 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' SHEET: REVISIONS RAISED PANEL EMBOSS DOORS 4 OF 4 MODELS 1 24 GA ja4 GA INS 25 GA 25 GA INS 25 GA 25 GA INS MODELS 25 GA 25 GA INS REV. NO.1 ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 94A,94 1 -_ 73.75 1500, 190 76 1 76V CLOPAY 15 - - - - SEE REVISION HISTORY ON SHEET ONE, IDEAL 4RST,4FK 4RSF 6RST 6RSF 2RST - 'GALLERY' G➢SS,GRSS GDSSV,GRSSV HOLHES 49,488 -- 42.428 55,55S -- -- HOLMES AR5S ARSSV SHORT PANEL LONG PANEL 'ARTISTRY' D •- MODEL 4F IS FLUSH IDEAACARRIAGE EDSS ED5SV D SHORT PANEL i 2" TRACK CONFIGURATION DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION, HORIZONTAL TRACK 13 CA GALV.STEEL FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR JAMB WITH(3)5/16'X 1-5/8"LAG SCREWS HEIGHT "L" INSTALLER(TO SUIT). AND TO TRACK WITH(2) 1/4"RIVETS. 6'_ NOTE:TRACK CONFIGURATION 7•- 2x6 SYP WOOD JAMB.SEE OPTIONAL STOP MOULDING BY INSTALLER(TO SUIT). ABOVE THE DOOR OPENING DOES AS ROD: SPACING NTE 30"O.C. - "JAMB PREPARATION NOTE". Q hf,- (S,; 20 GA GALV.STEEL END STILE. NOT AFFECT THE WIND LOAD = - ' _20 GA.MIN.GALV.STEEL INTERM.STILE. RATING OF THIS DOOR. - _ 62"t4" 2"GALV.STEEL TRACK, = 10jr- _ 1 2-1/2`X 12 GA GALV.STEEL 0 TRACK THICKNESS:0.060". TRACK BRACKETS FASTENED TO 10-6 118- W000 JAMBS WITH 5/6X 1-5/8" 18 GA GALV.STEEL CENTER HINGE 9 -L- 1l;__06 - 4" LAG SCREWS. FASTENED TO INTER.STILES W/(4)EACH _ 7/I6"1.Di ROUND PUSH = 36'12- 11 1 NUT FASTENER. ♦14x5/8`SHEET METAL SCREWS. C TIP.2-1/2`X 12 GA(0.099") 1 -0 13C z GALV.STEEL TRACK BRACKETS, 1 4 14 C0.GALV.STEEL BOILER HINGES FASTENED 70 END STILES W/(4)EACH 474x5/8" w ATTACHED TO JAMB WITH(1) 1 - 1 SHEET METAL SCREWS AND(4) 1/4"SELF TAPPING SCREWS PER END HINGE. ao 5/16"X 1-5/8"LAG SCREW PER 1 - 2"CAV.STEEL TRACK FASTENED TO TRACK BRACKET. 14'= 12 GA GALV STEEL TRACK BRACKETS • WITH EITHER(2) 1/4"DIA.RIVETS OR 2"DIA.SHORT STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. 10" - (1) 1/4"X 5/8"BOLT& NUT PER "1 TRACK BRACKET. SECTION C-C PREPARATION OF JAMBS BY OTHERS. LHR BRACKET(2-1/2"x 5-3/4`x 12GA) 3" TRACK IS ALSO AVAILABLE. ATTACHED WITH(2) 1/4"x 3/4"SELF TAPPING SCREVfS. DOUBLE TRACK LOW HEADROOM OPTION DOUBLE HORIZONTAL TRACK. B B tt�T47T Iii ` 7J�11�T FiAlyl �'l Gp ,,..... <T0 _ SHORT PANE�ANUFACTURINL: PANn2F153 L= am UCT CODE MIN 25 GA. D00 S. MPC PAN 21`153/6 LONG PANEL- PAN-21`156 r : * D SIGN LOADS: +32.0 P.S. . & P.S.F. -0 TEST LS/'� TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO.: N/A A l IP STA OF .t�� A I' Unksx 5tobd 01Mnlae 8585 Duke 8aulevard WIN➢LDAD RATING ~ ��T� A, TOLERANCES.O R(Q P �_�� TOLERANCES axe Clopay Mason,OH 4570-USA / D P 3 2 Td.Ko. H 4540-4800 ,/,/ ...........N�� O= 1.031 8u2dnq ProdMs Campory Fax Ho.SI3-770-4853 ,Do= t.05 DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF DESIGN ENGINEER: 0000 = 1.001 DRAWN BY: MWw DATE: 1/26/96 SCALE: NTS DWG .R Degrees m t 1/2' CHECKED BY: -- DATE: -- SHEET 4 OF 4 SIZE L SCOTT HAMILTON, P.E. UM...Stolxa otnar.tu F A N N 6 OIMENSIONS ARE IN INCHES.DWG. NO.: 101922 VER: IBC 4 3 2 1 r M 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/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). TAt3LE 1: Drawings f_or_doors with Manufacturing Product Code (MPC) PAN-2E 101922-A-Revl5, max. door size 16'0" x 16'0"; +32/-32 PSF (design load) 104710-A-Rev03, max. door size 1612" x 16'0"; +36/-42 PSF (design load) JAB-LE 2: Drawings-for doors with Manufacturing Prod 3: 104791-RevO5, max. door size 16'2" x 16'0"; +46/-52 PSF ( esign oad) 104121-Rev04, 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 Prod PAN-2F156: 101922-A-Revl5, max. door size 16'0" x 16'0"; +32/-32 PSF design load) 104710-A-Rev03, max, door size 16'2" x 16'0"; +36/-42 PSF (design load) TABLE 4: Drawings for doors with Maj3uf ct a� uring product Code (MPC) PANSP-2F153: 104818-A-RevOl, max, door size 16'2' x 16'0"; +32/-37 PSF (design load) TABLE 5; Drawings for doors with Manufacturing Product P 5 104818-A-RevOl, max. door size 1.6'2" x 16'0"; +32/-37 PSF (design oa ) TABLE 6: Drawings for oManufacturing Product Code MPC DSIE-1A171: 104814-A-Rev00, max. door size 9'0" x 16'0"; +36/-44 PSF (design load) TABLE 7: Drawin s for doors with in 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 FILE: CBPC ].312x1-A.6 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WS-W8 TABLE 8: Drawingsfor doors with Manufacturing Qduct Code (MPC) SPO-2F499. 104791-Rov05, max. door size 16'2" x 16'0"; +46/-52 PSF (design load) 104121-Rev04, 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. TAB E - D awin s for doors with Manufag;turiTto Product Code MPC PAN-2F153: 101922-B-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) TALE 10: Drawings for doors with Manufacturing Product Code (MPC) PANS 105101-Rev00, max. door size 20'0" x 16'0"; +30/-32 PSF (design load) TABLE 11: Drawings for doors with Manufacturing Product ode MPC) PAN72F156: 101922-B-Rev15, max. door size 16'0" x 16'0"; +32/-32 PSF (design load) 1047X0-B--RevO3, max. door size 16'2" x 16'0"; +36/-42 PSF (design load) TABLE 12: Drawings for doorgwlth Manufacturing Product Code (MPC) PANSP-21`153• 104818-B-RevOl, max. door size 16'2" x 1610"; +32/-37 PSF (design load) TABLE 13: Drawings_for doors with Manufacturipg Product Code (MPC) PANSP-2F156• 104818-B-Rev01, max. door size 16'2" x 16'0+'; +32/-37 PSF (design load) T B 1a. Drawings for doors with Manufacturing Product Code MPC D IE- 104814-B-Rev00, max. door size 9'0 x 16'0"; +36/-44 PSF (design 'loo TABLE 15: Drawin s for doors wit Manufacturing Product PAN-21`443. 105109-B-Rev01, max. door size 18'0" x 16'0"; +25/-25 PSF (design load) TABLE 16: Drawinq,5 for doors with Man ufacturing,Product Code (MPC) PAN-21`446: 105109-B-Rev01, max. door size 18'0" x 16'0"; +25/-25 PSF (design load) TABLB ly: Drawings for doors with Manufacturing Product Code (MPC) W-1BS:19: 105116-RevOl, max. door size 18'0" 8'0"; +32/-36 PSF (design load) Zest 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 PL 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 SECTIONAL GARAGE DOORS,WS-W8 Product Description for doors with MPC PAN-2F153: These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing (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, 426, 55, 55S, GD5S, GD5SV, GRSS, GR5SV, AR5S, AR5SV, ED5S, ED5SV. Not all models may be shown on a given drawing. Product Description for doors with MPC PA -217143: 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, 488. Not all models may be shown on a given drawing. Product Description for doorswithMPC PAN-21F443: 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: G45, GS4, GD4S, GR4S, G4SV, GS4V, GD4SV, GR4SV, E4S, ED4S, E4SV, ED45V, MR4S, SS4, AR4S, MR4SV, SS4V, AR4SV. Not all models may be shown on a given drawing. Product Description for doors with MPC PAN-217156: 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 Descriot't_on_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 injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 73SP, 15SP, GD5SSP, GDSSPV. Not all models may be shown on a given drawing. Pace 3 or 6 FILE: CBPC_131211-A.6 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WS-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. P-r-oduct 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, 62LG, 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. Bath 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-117471: 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_13, GR2LP, AR2SP, AR21LP, ED2SP, ED21_P, 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 CPO-2-449 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 of 6 FILE; CBPC_131211-A.6 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOOR$,W5-W$ 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 doors 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: G41-, GL4, GD41-, GR4L, G41-V, GL4V, GD41-V, GR4LV, E41-, ED41-, E41-V, ED41-V, MR4L, SI-4, AR41-, MR4LV, SL4V, AR4LV. Not all models may be shown on a given drawing. Impact Resistant Glazing (Moldgd); 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, Impact Resistan,t-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 FILE: CBPC 131211-A,6 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WS-WS 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: A14'�,', o 63286 • Scott Ha E. Florida P. E. No. 63286 Date: 0�, STATE OF .,4 R I,,•ate. At- PAGE 6 OF 6 FILE: CBPC_131211-A.6