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HomeMy WebLinkAboutProduct Approval 2/28/2017 Florida Building Code Online Business ® Pf"OfessionalRegulation - BCIS Home I Login I User Registration I Hot Topic I Submit Surcharge I Stats&Facts I Publications I FBC Staff I SCIS Slte Map I Links I Search i Florida U M Product Approval 8 -- USER: Public User Ry54 'Y Product Approval Menu>Product or Application Search>Application Lis[>Application Detail ® FL# FL16107-R9 Application Type Revision 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 mwesterfierd@clopay.com Authorized Signature Scott Hamilton sham!Iton@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 Scott Hamilton the 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 FL16107 R9 COI Certification of Independence of Validation Entity- Gary Pfuehler.Ddf FL16107 R9 COI Statement on Independence of Evaluation Entity- ScottHamilton 120424.Ddf 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:l/www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2%2f5piPViHU22RIytoEPY2EAeA%3d%3d 1/5 2/28/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/14/2016 Date Validated 10/20/2016 Date Pending FBC Approval 10/21/2016 Date Approved 12/14/2016 Summary of Products Go to Page ViT Page 1/30 0 FL# Model,Number or Name Description 16107.1 01 W6-16 DSIE-1F171: 4300, 4301, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior 4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) Double-Car(97'to 167'wide) 67, 67G, 68, SP200, SF200, SE200, WINDCODEO W6 Garage Door 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R9 II 104724-A-Rev03-signed.Ddf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R9 AE CBPC 121212-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.2 02 W6-16 DSIE-1F171: 4300,4301, Double-skin Insulated EPS (exterior skin 27 ga, min.; interior 4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) Double-Car(97'to 167'wide) 67, 67G, 68, SP200, SF200, SE200, WINDCODEO W6 Garage Door 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R9 II 104724-B-Rev03-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: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R9 AE CBPC 121212-A.pdf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.3 03 W6-16 PAN-2F153: 73, 75, 84A, Steel Pan (min. 25 ga'.) Double-Car(9'2"to 16'2"wide) 94,42, 48,42B, 48B, 4RST, 6RST, WINDCODEO W6 Garage Door with Optional Impact-Resistant GDSS, GRSS,ARSS, EDSS Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R9 II 104710-A-Rev03-sianed.Ddf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R9 AE CBPC 121212-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.4 04 W6-16 PAN-2F153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide) 94,42, 48,42B, 48B,4RST, 6RST, WINDCODEO W6 Garage Door GDSS, GRSS,ARSS, EDSS Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R9 II 104710-B-Rev03-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: +36 PSF/-42 PSF Evaluation Reports' Other: Doors with standard glazing meet the wind load FL16107 R9 AE CBPC 121212-A.odf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.5 05 W6-16 PAN-2F143: 84A, 94, 98, Steel Pan (min. 24 ga.) Double-Car(9'2"to 16'2"wide) 48, 48B, 4F, 4RST WINDCODEO W6 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions https:/Avww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2%2f5piPViHU22R]ytgEPY2EAeA%3d%3d 2/5 '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 1 1 REV. NO.I ZONE: I DATE: I ECP) NO.I APPVD: DESCRIPTION { CLOPAY 84A, 94 73, 75 76, 75L 9B CLOPAY 'GALLERY' GD5S, GR5S 1 03 1 — 6/24/13 11 SH I ADDED LONG PANEL OPTION. IDEAL4RST 6RST 2RST 41` HOLI4ES 'ARTISTRY' AR5S HOLMES 48, 48B 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' EDSS ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED 1V/ TOG—L—LOC (TOP & BTM)AND SHORT LONG FLUSH SHORT PANEL URETHANE ADHESIVE (ALONG CENTER). "CL rA LONGSPANELHALSOPANEL DESIGN APPROVED. SEEHTT BLESALLERY BELOW FORRDETAILSL AND "CLASSIC" OPTIONAL GLAZING MAY BE STANDARD RT _- - EXTRA STILES ON BE STANDARD (SHORT PANEL) OR IMPACT RESISTANT GLAZING. ONLY SHORT COI.IMERCIAI. (LONG PANEL).SEE TABLES BELOW. GLAZING IS APPROVED, SEE SECTION B—B ON SHEET TWO FOR DETAILS_(GLAZING-SHOWN IN _ GLAZING SHOWN IN-TOP_SECTION._ _ INTERMEDIATE SECTION.} - 0 m / / 7/ / / / 7/ / 77' / / // / ,. / .,n / / // / / / / // / / 22 // / // / N I -- _ 9yJ VIEW "B" (SEE SHEET THREE). ` = O x�C -uv VIEW "C" (SEE SHEET THREE). zx LD 15 GA, END STILES ATTACHED TO DOOR SKIN WITH PATENTED C N O TOG—L—LOC SYSTEM (TOP, BOTTOM & C a a CENTER). ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG—L—LOC SYSTEM. TWO POINT LOCKING INTO TRACK. L•—•—.-r A OPTIONAL OUTSIDE KEYED LOCK POSITION. INNER BOTTOMLHR TOP BRACKETS USED AS IMAX. DOOR WIDTH = 16'-2" (1) 3—IN ROLLER CARRIER (P/N INSIDE ELEVATIONS 0120394) USED WITH 3" TRACK. SNAP LATCH ENGAGES LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 INT PER VEHICLE. ONTO VERTICAL TRACK. END DOOR HEIGHT U OF ONE SNAP LATCH ON STILE. SECTIONS SLIDE BOLT LOCK EACH SIDE OF DOOR. UP TO 7'0' 4 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HW SE'RAISED SLIDE INTO p B 7'3TO 8'9' 5 SHORT PANEL LONG PANEL PANEL EMBOSS DOORS END VERTICAL TRACK. U 9'0' TO 10'6' 6 Y OF INTERN a Or STD Y Or CORM. SHORT PANEL STILE. ONE LOCK ON OUTSIDE DOOR WIDTH STILES DOOR WIDTH INIERK STILE INIERIL STILES Or INTERK HANDLE. LOCK BAR 10'9' TO 12'3' 7 (PER SECTINI) (PER SECTION) (PCR SECTION) DOOR WIDTH STILES EACH SIDE OF OUTSIDE 12'6' TO 14'0' 8 92'TO 9'10' 3 9.20 To 11.2- 1 2 /PER SECTION) DOOR. END ENGAGES IN KEYED STILE. TRACK ON 14'3' TO 15'9' 9 10.0'To 11.10' 4 11'4.70 14.10' 2 3 9'20 TO 10'0' 3 HANDLE. EACH SIDE 16,0, -- 12-00 T13 13410' 5 1510'TO 16'2' 3 4 la'2'TO lV4• N/A EACH DOOR. 1410'TO 15'10' 6 SEE NOTE DELOW REGARDING EXTRA 11'6'70 14'6' 5 INSIDE SLIDE BOLI INSIDE HANDLE MAX SECTION HEIGHT, 21' 1 16'0•TD 16.20 7 STILES ON LONG PANEL DOORS. 14'0'TO 16'2' 7 LOCK OPTION. OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH EXTRA STILES FOR LONG—PANEL MODELS. SNAP LATCH LOCK OPTION, LOCK BAR LOCKING. E477MIZ j ADDITIONAL 18 GA.CONLIERCIAL INIERM.STILES REQUIRED AS NOTED ON 69 ..........HA ;l,i�i� THESEACOEu$�01L CENTER STILES ARE ATTACHED MDPW4T BETWEEN THE ,�g�;:� .�iL e�' pIpSHEDRW SMENM TOG-L-LOC OOP kMER �GOTiOIAOR(4)3/COMMrRCIAL 16-POP RIVETS ULTIMATELES ARE THIS DOOR WIND SPEEDSEL SIEDSBELOW ACCORDING DESIGN N�TOFOR NE FLORIDA OR(4)rf8 SHEET METAL SCREWS. BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON MANUFACTURING PRODUCT CODE NO 63 8 ASCE7-10)FOR THE FOLLOWING CONDITIONS: 1 ENCLOSED ) SHORT PANEL: PAN-21`753 BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) LONG PANEL: PAN-21`156 ANY ROOF SLOPE,AND 4)TESTING IN ACCORDANCE WITH DESIGN LOADS: +36.0 P.S.F. & —42.0 P.S.F. PARTNO.• N/A ; G: ANSI/OASMA 10& SITE-SPECIFIC CALCULATIONS BY A QUALIFIED TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. ,t A 9 $TA E OF .w` DESIGN PROFESS1014AL MAY DIFFER. Unless 5toted Otne wtw _ 6585 Duke Boulewrd WINDLOAD RATING ~ Mason,OH 45040 USA ULT114ATE WINO (55 16o I7o leo 195 TOLERANCES A.e ,�Clopay TeI.No.513-770-4800 6 D P 3 6 T % SPEED EXPOSURE 00 = 3.015 Bo{dln PradrcIsCompaq Fam,No.513-770-4853 ( ) /I III B.C. D B.C. D B.C D,C e .000 = *.005 DESCRIPTION: 2"STEEL PAN DOORS 1G'2W SEE TABLE FOR MODELS CATEGORY .0000 m *.001 DRAWN BY: SH DATE: 11/19/12 SCALE: NTS DWG.D DESIGN ENGINEER: Degrees *1/2' CHECKED BY: SH GATE: 1 i/20/12 SKEET 1 OF 4 SIZE B SC07T HAMILTON, P.E. MEAN ROOF HEIGHT 25' 15' 25' IS' 30' unless Stot<tl 01n4rwise FLORIDA LICENSE No. 63286 DIMENSIONS ARE m mcHEs.DWG. NO.: 104710—A/B VER: IDC 4 3 2 FLOO R-MAU p OO DMC T APPROOWAL 16107 i 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL E14DOSS DOORS SHEET. REVISIONS I MODELS 24 GA 25 CA 25 GA 24 GA MODELS 2S GA 2 OF 4 REV. N0. ZONE: DATE: I ECN NO. APPVO: DESCRIPTION CLOPAY 84A, 94 73, 75 1 76, 75L 98 CLOPAY 'GALLERY' GD5S, GR5S 03 1 SH SEE REVISION HISTORY ON SHEET ONE. i IDEAL 4RST 6RST I 2RST 4F HOLI4ES 'ARTISTRY' ARSS HOLMES 48, 48B 42, 42BI IDEAL 'CARRIAGE HOUSE' ED5S SHORT LONG FLUSH SHORT PANEL D D 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 PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDA14CE WITH IBC/FBC GLAZING IS GE LEXAN SLX2432T,AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. IBC/FBC 2606 AND AN APPROVED Cl 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 REOVIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING WIND LOAD REOUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINOBORNE DEBRIS CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER )6 FBC/IBC). SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) SECTION B—B (NON—IMPACT RESISTANT GLAZING OPTION) DETAIL -� FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN TAI TANT FRAME. OPTIONAL DECORATPJE 223 �, I,IULTIPURPOSE HIGH GOND TAPE I SNAP-IN INSERT. (BETWEEN FRAME AND FACADE). L DECORATIVE FRONT FACADE. 76��� n GLAZING MOLDED INSIDE oaea LITE RETAINER. STRUCTURAL SILICONE SEALANT #8x3/4" PAN HEAD SCREW (BETWEEN STEEL SKIN AND FRAME). (10 SCREWS PER LITE). IMPACT RESISTANT ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH MOLDED GE LEXAN (10)98 x 3/4"PAN HEAD MACHINE SCREWS. p B SLX2432T FRONT B FRAME&GLAZING. IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 104710-A DRAWING 104710-B I-VPRODCT *::� No 6e3jL8 SHORTCTURING PANEL• PAMU2F153E •,,r: EST LODS:LOADS:540 P.S,F F 63.0 P.S.F.F ON PAN : PA — F15 A y/ PART NO.: N/A A 9•. STATE OF Untess 5laletl Otnc wh° =Clopay 8585 Duke 5040 SA VINDLOAD RATING ' �� IAason,ON 45040 USA c� Q; `�: TOLERANCES ose Tel.No.513 -X f�Si R 1 (?�� ,O- i,O31 Bu.dn7 Ptod�xIs Eompony Fa:No.513-776-4853 W IS D P 3 6 T � .60D- t.015 DESCRIPTION: 2"STEEL PAN DOORS 16'2'V7 (SEE TABLE FOR MODELS) DESIGN ENGINEER: .0000 = 3.001 DRAWN BY: SH DATE: 11/19/12 SCALE: NT5 DWG.R Oegeaas 31/2' CHECKED BY: SH DATE: 11/20/12 SHEET 2 OF 4 ISIZE !.J SCOTT HAMILTON, P.E. Unless Slaled ane-ise ]FLORIDA LICENSE No. 63286 10,14ENSIONS ARE IH nwCHEs.DIYG. NO.: 104710-A/B VER: IBC 4 3 2 G LOO RMA PRODUCT MOT APPROVAL 16107 i 4 3 7_ 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 3 OF 4 IREV. N0. ZONE: I DATE: I ECN NO. APPVO: DESCRIPTION CLOPAY 64 A, 94 73, 75 76. 75L 98 CLOPAY 'GALLERY' GDSS, GRSS 03 - - - SH SEE REVISION HISTORY ON SHEET ONE. 1 IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S HOLMES 48, 48B 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' EDSS D SHORT LONG FLUSH SHORT PANEL —I 1—2"THICK D HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NO LOAD FROM DOOR) BR K GA. GAL/. STEEL TOP ROLLER NOTES 25 GA. (EEL E ERI THICK) BRACKETS (2-1/2" x 5-3/8"). EACH 1. ALL THE LOAD FROM THE DDDR IS TRANSFERRED TO THE TRACK AND THEN FROM 711E TRACK TO DDS STEEL EXTERIOR SKIN •��BRACKET ATTACHED W THE S2xGFE VERTICAL SEP(GRADE N2 OR BETTER)_JA61B5.NO LOAD FROM THE DOOR IS WITH.G-40-GALVANIZING, _ - /(4) 14x5/8" SHEET -- EACH VERTICAL TO THE EESHORIZONTALKWI(TOP)-JAMB.-- - - - - BAKED-ON PRIMER AND A - - - METAL.SCREWS.-ADJUSTABLE SLIDE.ATTACHED - 2. EACH VERTICAL JAMB SEES A MAXIMUAf DESIGN LOAD Of+288 LR&-336 I.S.PER LINEAR BAKED-ON POLYESTER PAINTED TO TOP BRACKET WITH (2) 1/4"x1/2" BOLTS FOOT OF JAMB. 3, ALL JAIFASTENERS MAY BE(BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET. M FASTENER FLUSH MOUNTING SURFACE. SIDES OF STEEL SKIN. 11 p TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOYIABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. - MAX.O.C. C SHIP JOINTS P 14 GA. MIN. GALV_ ROLLER HINGE. EACH C 2x6 VERTICAL JAMBp� HINGE FASTENED TO END STILES W/(4) 114.5/8" SHEET METAL AND (2) 1/4"x3/4" SELF TAPPING SCREWS. SEE j MEW "B". r 4_1/4, L ONE 4" T-STRUT PER SECTION. (SEE VIEW 26 JAMB TO SUPPORTING STRUCTURE ATTACHMENT VIEW "D" b") EACH 7-STRUT ATTACHED AT EACH HINGE LOCATION NRTH (2) 1/4"x3/4" SELF (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2z6 VERTICAL JAI.185 OR SUPPORTING STRUCTURE) TALL TAPER STRUT. TAPPING SCREWS. MAXIMUM 0.057 Mw. GALV. STEEL, ON-CENTER 50 KSI. MIN. DISTANCE STEEL BETWEEN WASHERS BUILDING TYPE FASTENER TYPE FASTENERS'REOURED? BtOCK WALL1 4" t-1 4"MIN. EM. ,O A ONCR E ANCHOR 7-1 1-O.D. 3000 PSI MIN. CONCRETE I 4"x 1 IAIIJ, EIABEO TAPCON CONCRETE ANCHOR 8-1 4 t"O.D. B 3 S' X 1-3/4-MIN.EMBED 1V J-IT ANKR TITE SLEEVE ANCHOR 16-1/1" IN B 4 PSI I 1-3/4-AIN WEJ—IT A KR T IN 1V(ASTM RA t— I T U 117,3/4" 1 .0. 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. STEEL BRACKET MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2 12 G0. MIN. GALV. SBO EXCLUDING STUCCO THICKNESS. ATTACHED WITH (2) TEEL BO SHEET METAL kSCREWS. ALUMINUM EXTRUSION &VINYL 1VEATHERSTRIP. `."CT,it HAIy'["�if,� #144/8" SHEET METAL SCREWSECTION A-A (SIDE VIEW) G,•"GEMS I 14ANUFACTUR114G PRODUCT CODE No 6 �':.* Oo O O SHORT PANEL: PAN-21`153 1/4"x3/4" SELF LONG PANEL: PAN-21`156 DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A TAPPING SCREWS. TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. n Unless Stated Oleemize empay 6585 Duke Boulevard VINDLOAD RATING ~ %�. (V 14 GA. END HINGES 18 GA. (MIN.) INTERMEDIATE HINGE Me—,ON 4:040 USA c •• P .� W ' vl 'r " " TOLERANCES 4,e p y W O D P 3 6 T VE B 000 3.005 DESCRIPTION:.0 *.031 ed6ng Preftts Aefl2"STEEL PAN DOORS 4655 16'2"W (SEE TABLE FOR MODELS) DESIGN ENGINEER: .0000 - :k'001 DRAWN BY: SH DATE: tt/19/1 De2SCALE: NTS DWG.R Degrees 71/2' CHECKED BY: SH DATE: 11/20/12 SHEET 3 OF 4 ISIZE L SCOTT HAMILTON, P.E. DIMEN510A ARE IN incHEs.OYIG. NO.: 104710-A B VER: IBC FLORIDA LICENSE No. 63286 / 4 3 2 FLOO ROBOAQ PRODUCT DD MOS' aPT-1-IMO`VAI 16107 4 3 2 1 'CLASSIC' RAISED PANEL EMBOSS D013RS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORSBEET' REVISIONS MODELS 24 GA 25 GA 25 GA 24 GA t•IODELS 25 GA 4 OF 4 REV. N0, 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 FxRST 2RST 41 HOLMES 'ARTISTRY' AR5S HOLMES 48, 48B 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' ED5S SHORT LONG FLUSH SHORT PANEL D D HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER(TO SUR). JAMB CONFIGURATION - NOTE:TRACK CONFIGURATION ABOVE THE DOOR COUNTERBALANCE SYSTEM DOOR OPENING DOES NOT AFFECT THE DOOR DOORS UP TO 800 LBS. WIND LOAD RATING OF THIS DOOR. HEIGHT "L° 13 CA GALV.STEEL FLAG BRACKET ATTACHED TO - •_6^ 1"DOOR OVERLAP(EACH SIDE) STOP.AIOULOING BY DOOR INSTALLER(TO SUIT). - - - JAMB-VIITH (3) 5/16"X 1-5/8"LAG-SCREWS I 16 GA:GALV.STEEL END STILE.- - AND TO TRACK WITH (2) 1/4"RIVETS. �•_6^ " 2x6 SYP WOOD JAMB. SEE 18 GA.GALV, STEEL DOUBLE END STILE. 2"TRACK CONFlGURA7ION = 8—0" R" "JNA8 PREPARATION NOTE•. DOORS UP TO 800 LBS. w AS ROD:SPAC114G NTE 14"O.C. 8- 4 20 CA��SHEET MIN.GALV,STEEL INTERGI.STILE. T 9-0"1 2-1/2'X 12 GA GALV. STEEL HI GA.GALV. STEEL INTER. 0 1 TRACK BRACKETS FASTENED TO HINGE FASTENED TO CENTER 63" 2"GALV.STEEL TRACK, 10-0 STILE W/(4)EACH()14x5/8" W000 JAh1B5 WITH 5/6"X I-5/8" n TRACK THICKNESS:0.083 11._6..1 . UAC SCREWS NOT TO EXCEED 14"ON-C ` METAL SCREWS. U 50" 11-6" SCREWS71REOUIREO OPER9JAl.1B.)LAG `P7/16" SH NUT ROUND La L" 2-6"14 2"GALV.STEEL TRACK FASTENED TO FASTENER. r24" TYP,2-1/2'X 12 CA GALV. - "148' 12 CA GALV STEEL TRACK BRACKETS 14 GA.GALV_STEEL ROLLER HINGES FASTENED TO ENO STILES W/(4)EACH#14x5/9" C zSTEEL TRACK BRACKETS, 13'-6"154' WITH EITHER(2) 1/4"DIA.RIVETS OR SHEET METAL SCREWS AND(2) 1/4"SELF TAPPING SCREWS PER END HINGE. C zATTACHED TO JAMB WITH (1) 14'-0" (1) 1/4"X 5/8-BOLT& NUT PER o 5/16•X 1-5/8"LAG SCREW PER 14-6' TRACK BRACKET. 2'DIA. 7-1/Z'LONG STEM, 10 BALI STEEL ROLLER WRH STEEL OR NYLON TIRE. TRACK BRACKET. 1 _16'-0 1 4" SECTION C- LHR BRACKET(2-1/2"x 5-3/4"x 12GA) PREPARATION OF JAMBS BY OTHERS. ATTACHED WITH (2) 1/4"x 3/4^SELF TAPPING SCREWS.NOTE THAT LHR BRACKETS ARE ALSO USED WITH 'DOUBLE ENO STILE"AS SHOWN IN 3"TRACK CONFIGURATION NOTE:TRK CONFIGURATION ABOVE THE tNE B-3 SHEET 1. DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION DOUBLE TRACK DOORS 800 LBS AND OVER. WIND LOAD RATING OF THIS DOOR. DOORS 800 LBS AND OVER. LOVI HEADROOM OPTION CENTER HANG REQUIRED FOR DOORS OVER 8'HIGH. (AVAIL.FOR BOTH 2"AND 3"TRACK) DOUBLE HORIZONTAL 1'DOOR OVER (EACH SIDE)— TRACK. B 2.6 SYP WOOD JAMB.SEE STOP MOULDING BY DOOR INSTALLER(TO SUIT). T 3"GALV.TAPERED STEEL TRACK AND ANGLE.TRACK 7A' ...LE 6 G18 GALV. STEEL ENO STILE. B 'JAMB PREPARATION NOTE". 18 GA.GALV.STEEL DOUBLE END STILE. TO THICKNESS:0.101•.ANGLE THICKNESS:17.080". HOflROP1TAL TRACK 20 GA. MIN.GALV.STEEL INTERM.STILE. MIN.ANGLE DIMENSIONS 3-1/4's 2-7/8". SUPPORT BY DOOR VERTICAL/HORIZONTAL TRACK 14"I.fAXIMUM SPACING INSTALLER(TO SUR). 18 CA. GALV.STEEL INTER. JUNCTION.TWO 1/4"BOLTS FROMLAST MOUNTING 3-/4"x 2-7/8"MIN, r 0.080HINGE FASTENED TO CENTER & NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTIONANGLE.SEE LAG BOLT MOUNTISTILE W/(4)EACH #14x5/8" m 7/16" .D. UND SHEET METAL SCREWS. PUSH NUT ADDITIONAL MOUNTING SL07S FASTENER. SPACED AT 12"CENTERS. 0.101"THICK 3"GALV. STEEL TRACK14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END TO/ �� EWS 12"ON CE74TER TAPERED ANGLE DYITH ONE 1/4''x5/ ANDANGLE.TRACK ATTACHED To E(2)!1/C"SELF#TAPPING 5RE1 5 PER/8"SHEET ALENDRHINGE. . EUS46" NUT AT EACH I.fOUN • V E`•••• _ 3"DIA.8-1/2"LONG STEM BALL BEARING STEEL ROLLER. *•:• No fj 2 •:•* v SECTION C-C MANUFACTURING PRODUCT CODE NE.Ya"TRACK BOLT AND NUT AT EACH �,5;� { 1 SHORT PANEL: PAN-2F753 w 34' PREPARATION OF JAA185 BY OTHERS n MOUNTING SLOT LOCATION, L NG PAN PAN-2F156 DESIGN LOADS: +36.0 P.S.F. & —42.0 P.S.F. yS FS cry o TEST LOADS: +54.0 P.S.F. & —63.0 P.S.F. PART NO.: N/A A A �'. STATE OF .TTJ� DOOR VERTICAL Unless Stated Othemise Clopay 8585 Ouke Baulevord VINDLOAD RA71NG •A(/. 22' HE TRACK LENGTH TOLERANCES vre ldoson,OH 45040 USA \ /CD D P 3 6 T ��i CC ' O R l Q Q'•���� '-D 72 m ieL Ito.513-71D-4800 W W-0" 84' .0 3.031 8.11*9 Pro&cts CwpnA Fox No.513-77D-4853 % 10^ 1'-0 96ONE 5/16'x 1-5/8"LAG SCREW SPACED AT THE S4h1E 00 = 3.015 DESCRIPTION: 2"STEEL PAN DOORS 16'2"W (SEE TABLE FOR MODELS) DISTANCES AS THE TRACK BOLTS(I.E.3-1/2', 10",22-,34-, ,000 3.005 12-0 132 46". ETC.). ADDIT1014AL LAG SCREWS LOCATED AT I6",28',& ,.000 = 3.001 DRAWN BY: SH DATE: 11/18/12 SCALE: NTS DWG_ 3-1/2" 14-0" 156' DESIGN ENGINEER= IG—Q leo 40"FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degrees � 31/2' CHECKED BY: SH DATE: 11/20/12 SHEET 4 OF 4 SIZE SCOTT HAMILTON, P.E. VERTICAL/HORIZONTAL TRACK JUNCTION. Unless Stated Otherxse FLORIDA LICENSE No. 63286 Du+ENSIONS ARE IN LACHES.DWG. NO.: 104710-A/B VER: IBC 4 3 2 1��00 Q�©GQ p OO DMC�� LaG°�pG�30dGa�, C��07 „ p., ,I I i i i December 12, 2012 (revised 8/28/15) Evaluation Report for Clopay Building Products Company Sectional Garage . Doors, W6 through W8 I have evaluated the wind load door designs as shown on the drawings listed below. I have reviewed the test reports, which were generated by accredited Independent laboratories as required by the relevant Florida 'Administrative Rule, the engineering rational analysis, and the product drawings. The test reports are listed below. Assembly testing was conducted by!American Test Lab North Carolina. Component testing was conducted by HETI and ETC. For the doors listed in Tables 1 through 5, Static Pressure Tests were conducted in accordance with TAS 202-1994, ASTM-E330-2002 and ANSI/DASMA 108-2005. Missile Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201-1994 and TAS 203-1994 and ASTM E1886-2005 and ASTM E1996-2009 and ANSI/DASMA 115-2;005. The pressures listed on the drawings are either direct results of these tests;or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in Tables 1 through 5 are in compliance with these High Velocity Hurricane Zone test requirements of the;Florida Building Code and therefore are qualified as impact-resistant assemblies (large missile .impact). TABLE is Drawings for doors with Manufacturing Product Code (MPC) PAN-2 53_t 10471.0-A-Rev03,' max. door size 16'2" x 16'0"; +36/742 PSF (design load) 104761-A-Rev02, max. door size 1812" x 16'0"; +36/-42 PSF (design load) TABLE 2• Drawing for doors with ManufacturingProduct Code (MPC) F� PAN- 43• 104753-A-ReV02, max. door size 16'2" x 16'0 , +38/-42 PSF (design load) 1.04762-RevO2, max. door size 1812" x 16'0"; +41/-46 PSF !(design load) 104754-Rev02, max. door size 1612" x 1.6'0"; +46/-50 PSF ;(design load) TABLE 3: Drawings for doors with Product Code (MPC) DSIE-1F171; 104724-A-Rev03, max. door size 16'2 x 16 0 +38/-42 PS;F design load) 104751-A-Rev02, max. door size 1812" x 16'0"; +38/742 PSF design load) 104736-RevO3, max. door size 1612" x 1610"; +46/-52 PSFi(design load) 104752-Rev03, max. door size 1812" x 1610"; +46/-50 PSF (design load) TABLE 4• Drawings for doors with Manufacturing ProductCode (MPC) DSIU-1F171:_ 104777-A-RevO2, max. door size 18'2" x 16'0"; +3-8T--420s# (design load) 104778-Rev03, max. door size 1.6'2" x 16'0"; +46/-52 PSFi(design load) 104779-Rev03, max. door size 18'2" x 16'0"; +46/-50 PSF ;(design load) i TABL 5a' Drawings for doors with Manufacturing Product Code (MPC) W--j-G-8- 104439-RevO2, max. door size 910" x 12'0"; +47/-55 PSF (design load) PAG[1 of 4 FILE:CBPC_121212-A.3 Sf1� EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-W83 104998-ReV00, max. door size 1612" x 1210";- +41/-47 PSF ',(design load) For the doors in Tables 6 through 9, Static Pressure Tests were conducted in accordance with ASTM-E330-2002 and ANSI/DASMA 108-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in Tables 6 through 9 are in compliance with these test requirements of the Florida Building Code. TABLE 6: Drawings for dogs with Manufacturing Product Code (MPC) PAN-2,1F153: 104710-B-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load) 104761-B-Rev02, max. door size 1812" x 16'0"; +36/-42 PSF (design load) TABLE 7: Drawings for dgors with Manufacturing Product Code (MPC) PAN-2 1jA3_. 104753-B-Rev02, max. door size 16'2" x 16'0"; +38/-42 PSF (design load) TABLE 8: Drawings for doors with Manufacturing Product Code (MPC) DSIE-1F171: 104724-B-Rev03, max. door size 16'2 x 16'0"; +38/-42 PSF (design load 104751-B-Rev02, max. door size X8'2" x 16'0"; +38/-42 PS,F (design load ABLE 9: Drawincis for doors with Manufacturing rod t o DSIU-1F171: 104777-13-Rev02, max. door size 18'2" x 16'0"; +38 -42 PSF (design load) Test Reports: ATL-0801,01-12 (8/15/12), ATL-0813,01-12 (10/9/12), ATL-101.5.01=12 (11/3/12), ATL-1.113.01-12R (2/18/13), ATL-1107,01-12 (11/20/12), ATL- 1023.01-12 (11/13/12), ATL-1009,01-12R (11/20/12), ATL-0827,01-12 (10/9/1.2), ATL 0123.01-14 (9/3/2014), ATL 0121.01-i5 (2/6/2015), These reports document compliance with the TAS testing standards;and are signed and sealed by David Johnson, FL PE 61915. Product Description for door 11th MPC PAN-2F153: These doors consist of 2" thick steel pan sections with 'min. 25 ga. (0.019") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may,have optional Impact- Resistant Glazing, Optional Impact-Resistant Glazing is a one-piece injection- molded front frame and glazing. The following models 'are at least structurally equivalent to the tested door: 84A, 94, 98, 73, 75, 15001 190, 4RST, 4F, 4RSF, 6RST, 6RSF, 48, 48B, 42, 4213, 55, 55S, GD5S, GD5SV, GR5S, GR5SV, ARSS, AR5SV, EDSS, ED5SV, Not all models may be shown on a given drawing. Product Description for doors with MPC PAN-2F143: These doors consist of 2"thick steel pan sections with,min. 24 ga. (0.022") skins. The steel skin Is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact- Resistant Glazing. Optional Impact-Resistant Glazing is a one-piece injection- molded front frame and glazing. The following models are at least structurally CBPC_121212-A.3 PAGE 2 OF 4 FILE: F' EVAI UAnON REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6^W8 equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 486. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIE-1F171: These doors consist of 2" double-skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing (IM). Optional Impact-Resistant Glazing (IM) is a one-piece injection-molded front frame and''glazing, The following models are at least structurally equivalent to the tested door: 4300, 4301, 4310, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, 6206, 6201, 6203, SP200, SF200, SE200. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIU-1F171: These doors consist of 2" double-skin insulated sections with polyurethane insulation foamed in place between both skins-Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing. Optional Impact-Resistant Glazing is a one-piece injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: HD1320, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a given drawing. Product Description for doors with MPC W-1899: These doors consist of 2-13/16" custom wood door sections with hemlock rails and stiles and decorative cladding and overlays. The maximum section height is 28". These doors may have optional Impact;Resistant Glazing. Optional Impact-Resistant Glazing is certified laminated glass as detailed on the individual drawings. The following models are at least structurally equivalent to the tested door: CR800, MR800, CH900, CRDnnn. Not all models may be shown on a given drawing. Impact Resistant Glazing (I ft 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 FBC-B 2612. 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. Lim_ itations. 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. PAGE 3 or 4 PILE: CBPC_121212-A.3 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6 W8 Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be'the responsibility of the professional of record for the building or structure and in accordance with current building codes for the loads listed on the drawing(s) referenced above. Installation requirements per the relevant Florida Administrative Rule, including attachments, are detailed on the drawing(s) listediabovio. Installation must be In accordance with manufacturer's Installation instruction's 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. i ll%% Signature: C0 .. H..A.Aq/4�..0 CEv 1, No 63286 Scott I Ston, P. Florida P. E. No. 63286 STATE OF tU 0 Date: I. � a.. Xx— e 0 R k - N �9/ONAV- 11111111110 PAGE 4 of 4 nX C13PC_121212-A.3