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HomeMy WebLinkAboutProduct Approval 5/2/2019 Florida Building Code Online BCIS Home Log In ':, User Registration Hot Topics Submit Surcharge i Stats&Facts Publications Contact Us BCIS Site Map Links Search Fhrida Product Approval USER:Public User d 'pr v:'d q Product Approval Menu>Product or Application Search>epplication List>Application Detail u •;, FL# FL16107-R10 Application Type Revision Code Version 2017 Application Status Approved Comments Archin ed ..1 Product Manufacturer Clopay Building Products(:ompany Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513)770-6062 mwesterf'ield@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 t.-J 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 FL16107 R10 COI Certification of Independence of Validation Entity_ Gary Pfuehler.pdf FL16107 R10 COI Statement on Independence of Evaluation Entity_ ScottHamilton 120424aar Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards hffps://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2%2f5n8XnBD2%2fVo8Jcu[DX01V%2fA%3d%3d 1/5 5/2/2019 Florida Building Code Online Certified By Florida Licensed Professional Engineer or Architect FL16107 R10 Equiv 20170809-FBC- DASMA 108 equiy.pdf FL16107 R10 Equiv 20170809-FBC- DASMA 115 equiy.pdf Sections from the Code Produ:t Approval Method Method 1 Option D Date Submitted 08/10/2017 Date Validated 08/14/2017 Date Pending FBC Approval 08/16/2017 Date Approved 10/10/2017 Summary of Products Go to Page 1 1 Page 2/3 FL# Model,Number or Name Description 16107.21 21 W8-16 DSIE-iF471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior GR2SP,GD2LP,GR2LP,AR2SP, skin 27-ga. min.) Double-Car(9'2"to 167"wide)WINDCODE@ AR2LP, ED2SP, ED2LP,4302, HDGC, W8 Garage Door with Optional Impact-Resistant Lites 6202, MFC68,4305,HDGR, 6205, SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 104786-Rev04-signed.pdf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by In.lependent Third Party: No Design Pressure: +46 PSF/-52 PSF Evaluation Reports Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130214-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.22 22 W6-09 DSIE-1F171: 4400,4401, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior 4301,4300,4301,4310, HDG, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W6 HDGL, HDGF,66,66G,67,67G,68, Garage Door with Optional Impact-Resistant Lites SP200,SF200,SE200,6200,6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 101526-A-Rev20 signed.pdf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130214-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.23 23 W6-09 DSIE-1F171: 4400,4401, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior 4300,4301,4310,HDG, HDGL, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W6 HDGF, 66, 66G,67,67G,68,SP200, Garage Door SF200,SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 101526-B-Rev20 signed.pdf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130214-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. -T6107.24 24 W6-09 PAN-2F153: 84A,94,73, Steel Pan(min. 25 ga.)Single-Car(up to 9'0"wide) 75, 1500, 190,4RST,4RSF,4F, WINDCODE@ W6 Garage Door with Optional Impact-Resistant 6RST,6RSF,48,42,55,48B,42B, Lites 55S,GD5S,GD5SV,GR5S,GR5SV, fJ AR5S,AR5SV, ED5S, EDSSV Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 101348-A-Revl7-signed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No / Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Max.Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 130214-A.pdf Created 'y Independent Third Party: No https://www.floridabuilding.org/pr/pr_ap}5_dtiaspx-?param=wGEVXQwtDgvyf4ngAXhlO9a'Ypgetil2°1o2f5n8XnBD2%2i o8JcuIDX01V%2fA%3d%3d 2/5 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET- REVISIONS MODELS 24 GA 1 25 GA 2S GA r10➢ELS 25 GA 25 GA 1 Or 4 IREV. NO.1 ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 84A,94 73,75 76 CLOPAY IDEAL 4RST,-IF-1 6RST 2RST 'GALLERY' GDSS,CRSS -- 17 - 2/11/13 - SH REVISED FOR NEW LOADS. HOLMES 48,480 142. 42BI HOLMES ARSS SHORT PANEL I LONG PANEL 'ARTISTRY' -- IDEAL EDSS D x- MODEL 4F IS FLUSH 'CARRIAGE HOUSE' SHORT PANEL LONG PANEL SHORT PANFVFI USH MODELS: (1) INTERMEDIATE STILE BETWEEN EACH D EMBOSS [(3) STILES PER SECTION AT 9'0" WIDE. EACH INTERM.STILE OPTIONAL GLAZING MAY BE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND.URETHANE ADHESIVE STANDARD OR IMPACT RESISTANT (ALONG CENTER). GLAZING. SEE SECTION B-B ON LONG PANEL MODELS: (3) TOTAL STILES PER SECTION. (1) STANDARD SHEET 2 FOR DETAILS. INTERMEDIATE STILE BETWEEN EACH EMBOSS. EACH STANDARD INTERM. MAX, STANDARD SIZE IS STILE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE 19-1/2"06 IMPACT RESISTANT ADHESIVE (ALONG CENTER). EXTRA INTERM. STILES (1) PER LONG PANEL DOOR HEIGHT N OF N OF U-BARS GLAZING IS 21-5/8"x14-1/8". PER SECTION, FIELD-INSTALLED WITH (4) #8 SMS (PER STILE). SECTIONS MAX DLO SIZE IS 18-1/2"x11 UP TO 7'0' 4 6 A END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC '6 9 / SYSTEM (TOP, BOTTOM, & CENTER). 10'9' TO 12'3' - 7 !I a o+ SEE END HINGE 4 0' 8 12 0 12'6' TO 1VIEW B. C 14'3' TD 15'9' 9 14 16'0" ]D15 0 MAX SECTION HEIGHT, 21' a OZ a SEE INTERMED. HINGE o VIEW C. SLIDE BOLT LOCK �v IENGAGES 111111II N END VERTICAL TRACK. STILE. ONE LOCK ON �p EACH SIDE OF THIS DDDR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE DOOR. ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON QO TWO POINT LOCKING INSIDE SLIDE BOLT ASCE7-10)FOR THE FOLLO'lIWG CONDITIONS: 1)ENCLOSED Ow BUILDING,2) DOOR HAS 2"OF WIDTH IN BUILDING'S END ZONE,3) Ox — INTO TRACK SNAP LATCH ENGAGES LOCK OPTION. , ANY ROOF SLOPE,.AND 4)TESTING IN ACCORDANCE WITH ONTO VERTICAL TRACK, END ANSVDASMA 108.SITE-SPECIFIC CALCULATIONS BY A QUALIFIED ONE SNAP LATCH ON STILE. DESIGN PROFESSIONAL MAY DIFFER. EACH SIDE OF DOOR, B ULTIMATE WIND 155 160 170 180 195 -- SPEED(MPH) U EXPOSURE OUTSIDE a,c,n e,c, n B.c a,C a LOCK BAR CATEGORY OPTIONAL OUTSIDE KEYED LOCATION OF A OUTSIDE HANDLE. ENO ENGAGES IN LOCK POSITION OPTIONAL VENT KEYED STILE. TRACK ON MEAN ROOF HEIGHT 25' 15' 25' 15' 3D' MAX. DOOR WIDTH = 9'-O" HANDLE. EACH SIDE INSIDE F.LFVATION ' INSIDE HANDLE OF DOOR. 'CLASSIC' SHORT RAISED-PANEL SHOWN. LONG 'CLASSIC' OUTSIDE KEYED OCK WITH KEYED LOCK WITH AND SHORT 'CARRIAGE HOUSE' ARE ALSO APPROVED. SNAP LATCH LOCK OPTION. LOCK BAR LOCKING. ,,,1111 lf77!`' 0�1 R.. • No 636 #14x5/8" 6 14x5/8" SHEET METAL SCREWS PRODUCT CODE * SHORT PANEL: PAN-21`153 DESIYL• � LONG PANEL: PAN-2F156 �F oC TEST G LOADS: +57N LOADS: .0 P.S.F. &-66.0 P.S.F.F PART NO.: N/A yipSTAT OF J�!` 1/4"x3/4"SELF Unless Stated OIhvWze C�opay LICE Duke 5040 SA VIIJDLDA➢ RATING •;6 Q �� TAPPING SCREWS ® TEN.ON 45010 USA \ /C D P 3 8 H 1•p;�`��� 00 o TOLERANCES�e TEN. 513-770-1800 1/V u .00= t V,. DESCRIPTION:eddngCnCLASSIC ANDy Tax No. ICH70-4853 RP STEEL PAN SC +38/-44 PSF 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE .000 t.005 DRAWN BY: R(W DATE: 3/15 95 SCALE: NTS DM IG = ,.001 / DMIG: DESIGN ENGINEER, VIEW "•B•' W " " Degrees = t1/2' CHECKED BY: -- DATE: -- SHEET 1 OF 4 SIZE SCOTT HAMILTON, P.E. uNess Smm4 omcr"Ise FLORIDA LICENSE No. 63286 OmI_NsIO»S ARS NT tecHES.DWG. NO.: 101348 - A/8 VER: IBC 4 3 2 l LOMDQ PRODUCT APPROVAL 16107 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RASED PAIJLL EMBOSS DOORS SHEET: REVISIONS MODELS 1 24 GA 25 GA 25 GA MODELS 2S GA 25 GA '2 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION I CLOPAY $4A,94 73;75 76 CLOPAY IDEAL 4RST,-IF 6RST 2RS7 'GALLERY' GD55,GP,SS -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE. HOLIES 48,48B 42,42B -- HOLMES ARSS - SHORT PANEL LONG PANEL 'ARTISTRY' IDEAL Ep55 D w -MODEL 4F 1S FLUSH 'CARRIAGE HOUSE' _ D SHORT PAI4EL LONG PANEL IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION: SOLID DOORS(NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DS8 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 114 ACCORDANCE 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 COMPLMAICE 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 AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC). SECTION B-B (IMPACT-RESISTANT GLAZING OPTION I SECTION B-B (NON-IMPACT RESISTANT GLAZING OPTION) C DETAIL'0' C .FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. 140TE THAT FRONT FRAME IS NARROWER THAN D AI IMPACT-RESISTANT FRAME, 125 OPTIONAL DECORATIVE E25 MULTIPURPOSE HIGH BOND TAPE SNAP-IN INSERT. - (BETWEEN FRAME AND FACADE). I ---DECORATIVE FRONT FACADE. GLA `:t i � � J ZING dtea� MOLDED INSIDE J STRUCTURAL SILICONE SEALANT LITE RETAINER. (BETWEEN STEEL SrJN AND FRAME). #8x3/4"PAN HEAD SCREW (10 SCREWS PER LITE). IMPACT RESISTANT ' ONE—PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH B MOLDED GE LCXAN (10)18 x 3/4"PAN HEAD MACHINE SCREWS. p SLX2432T FRONT 8 FRAME k GLAZING. IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 101348-A DRAWING 101.348-13 QN SGOT ......... O i' G 2 • No 631-v MANUFACTURING PRODUCT CODE ' ;• L�;* SHORT PANEL: PAN-2F153 LONG PANEL: PAM- TEST T DESIGN LOADS: +38.0 .F. & 6.0 P.S.F.P.S.F. � • TEST LOADS: +57 0 PS.F. & -66.0 PPART NO.: N/AA .�VJ� unless 5lotea olherwisv m�'opay B585 Duke Boulevard VINDLDAD RATING i'n•• P,:•_�� TOLERANCES ore Basa.,OH 45(140 USA / DP 3 8 �i(�•"• O R T O, \,� Tel.No.5134770-1803 N - .0= 3.031 MPram Cor.Deny Fm Na.513-770-4853 TONA ttLT00 3.05 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF DESIGN ENGINEERt De9ODD L t a] DRAWN BY; MW DATE: 3/15/95 SCALE: NTS p1yG CHECKED BY: — DATE: -- SHEET 2 OF a SIZE SCOTT HAMILTON, P.E. Unless Stated Olh r:" FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES.1 DWG. NO.: 101348 — A/B VER: IBC 4 3 2 FLOR-01010A p ODMC T /appROO WAL 16107 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISCD PANEL EMBOSS DOORS SHEET, REVISIONS MODELS 24 GA 25 Ga 1 25 OA MODELS 25 GA 25 GA 3 OF 4 REV. NO.1 ZONE: DATE: ECN NO.IAPPVD:l DESCRIPTION CLOPAY D4A,94 73, 75 76 CLOPAY GD5S,GRSS -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST,4Fw 6RST 2RST 'GALLERY' HOLMES 4B, 48B a2,428 -- HOLMES AR5S -- ' SHORT PANEL LONG PANEL 'ARTISTRY' IDEAL 3"TALL U-BAR MODEL 4F IS FLUSH •CARRIAGE HOUSE' ED5S -- --{ F--2"THICK 20 GA.GALV. STEEL D j D SHORT PANEL LONG PANEL I I MIN_YEILD STRENGTH: 50 KSI L� 3" � 1 7/e VERTICAL JAMB ATTACHMENT(WOOD FRAME BUILDINGS: T 3/8"x3" LAG SCREWS ON 24"CENTERS. 1-1/8" O.D. WASHER REQUIRED. LAG SCREWS 1.4AY I BE COUNTERSUNK (BUT I40T REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 1'2 GA GALV. STEEL TOP VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2,000 PSI MIN CONCRETE COLUMN), ROLLER BRACKET. EACH 3/8"x3" SLEEVE ANCHOR BOLTS ON 22" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS L BRACKET ATTACHED W/(4) INCLUDED WITH SLEEVE ANCHORS. #'1'44/8"SHEET METAL OR SCREWS. 1/4"x3" TAPCON SCREWS ON 19" CENTERS (2,000 PSI MIN. CONCRETE) OR 10" CENTERS 25 GA. MIN. G-40 GALV. SHIP LAP JOINTS. (C-90 BLOCK). 1" O.D. WASHERS REQUIRED WITH TAPCONS. STEEL SKIN WITH A ANCHORS MAY BE.COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING BAKED-ON PRIMER AND SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. A BAKED-ON POLYESTER C TOP COAT APPLIED TO 14 GA. GALV. STEEL END HINGE C OTHER JAMB CONFIGURATIONS: REFER TO DASAIA TDS-161. A LICENSED DESIGN BOTH SIDES OF STEEL FASTENED TO END STILES W/(4) EACH PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AMD/OR JAMB SKIN. 14x5/8" SHEET METAL SCREWS & (4) CONFIGURATIONS. 1/4" SELF TAPPING SCREWS. ' O PREPARATION OF JAMBS BY OTHERS NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND 3" TALL x 20 GA. GALV. STEEL U-OARS IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION, ONE U-BAR ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED WITH (2) 1/4"x3/4" SELF TAPPING SCREWS PER STILE LOCATION. B g 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS ALUMINUM EXTRUSION SECTION A—A (SIDE VIEW)VINYL 4. WEATHERSTRIP, �*p•• ^^ NA : PRODUCT CODE SHORT PANELPAN-2FI53 ^.OI DESIGN LOADS: +38.0 P.S.F. & -•4.0 P.S.F. LONG PANEL: PAN-2F156 TEST LOADS: +57.0 P.S.F & —66.0 P.S.F. / A PART NO.: N A STA E OF :�ut� U.N..Slated Other.'_ ® 8585 Duke Bole ord VINDLOAD RATING TOLERANCES e.e a _opay U4son,OH 45700 USA W 6 D P 3 8 �r�F'•.C R y O; \,�� Fa.Na 513-770-45M IVAy``�, .o 1.015 ESCRIPTIONis :CLASSIC ANDICH7RP853 STEEL PAN SC +38/-44 PSF ao a 1.015 nr 010 .000= f.005 0000= 1.001 DRAWN BY: MW DATE: 3/15/96 SCALE: NTS DESIGN ENGINEER= Degrees = 11/2• CHECKED BY: -- DATE: -- SHEET 3 OF 4 SIZE L SCOTT HAMILTON, P.E. u"irs slated Otncr«ne FLORIDA LICENSE No, 63286 NO.: 101348 - A/8 VER: IBC 4 2 FLOO -10DQ PRODUCT AFPR0V/QL 16107 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS 000RS SHEER REVISIONS MODELS 24 GA 25 GA 25 GA MODELS 25 GA 25 GA 4 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 84A, 94 73,-75 76 CLOPAY GD5S,GR5S -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST,4Fw 6RS7 2RST 'GALLERY' HOLMES 48,4B8 142, 42H -- HOLMES AR5S - SHORT PANEL LONG PANEL 'ARTISTRY' - IDEAL EBSS D i • -MODEL 4F IS FLUSH 'CARRIAGE HOUSE' D SHORT PANEL LONG PANEL 2"TRACK CONFIGURATION. DOOR COWNTERBALANCE SYSTEM JAMB CONFIGURATION, HORIZONTAL TRACK .: 13 GA GALV,STEEL FLAG BRACKET ATTACHED TO DOORSUPPORT 13Y 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'-S 7 " 7'-0" 7 2x6 SYP 1v000 JAMB. SEE NOTE:TRACK CONFIGURATION n OPTIONAL STOP MOULDING BY INSTALLER(iD SUR), 7'-6"_ "JAMB PREPARATION NOTE", „x_r,r 1"-ir. ABOVE THE DOOR OPENING DOES w AS ROD:SPACING NTE 30"O.C.• ,✓.`?j. 16 GA GALV.STEEL END STILE. N07 AFFECT THE WIND LOAD " �" L RATING OF THIS DOOR. 8-6" 4" a 62"t4' 2'GALV. STEEL TRACK, 1 " TRACK THICKNESS: 0.883;. 91-6"1 2-1/2"X 12 GA GALV.STEEL , n 10'-0'112- TRACK BRACKETS'FASTENED TO = 0'-6"118" WOOD JAMBS WITH 5/6"X 1-5/8" L-7/16"I.D. ROUND 18 GA.GALV. STEEL CEMER HINGE - v "L• I V-0" 94" LAG SCREWS. PUSH NUT FASTENED TO INTER. STILES W/(4)EACH 36"t2" 11'-6" 30" FASTENER. #'14x5/B"SHEET METAL SCREWS. C NP. 2-1/2-% 12 GA GALV. 12'-0"136"z STEEL TRACK BRACKETS, -6"142- 14 GA GALV.STEEL ROLLER HINGES FASTENED 70 END STILES W/(4)EACH#14x5/8" W ATTACHED TO JAMB WITH (1) 13'-D"148' SHEET METAL SCREWS AND(2) 1/4"SELF TAPPING SCREWS PER END HINGE. 0 5/76"% 1-5/8"LAG SCREW PER 1 2"GALV.STEEL TRACK FASTENED TO TRACK BRACKET. 4'-0" 6 " 12 GA GALV STEEL TRACK BRACKETS 14'-6" 6" 1-47H EITHER (2) 1/4"DIA.RIVETS OR 2"DIA.7-1/2-LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. U10" 15'-0"172- (1) 1/4"X 5/8"BOLT&NUT,PER TRACK BRAKET.SECTION C-C 16'-0` 4" PREPARATION OF JAMBS BY OTHERS. LHR BRACKET(2-1/2"x 5-3/+"z 12GA) 3"TRACK IS ALSO AVAILgBLE, ATTACHED WITH(2) 1/4-x 3/4"SELF TAPPING SCREWS. DOUBLE TRACK TOV/HEADROOM OPTION OOU6LE HORIZONTAL o TRACK. ��jj • B U J O, NO' 6 6 MANUFACTURING PRODUCT CODE �':"• J_I 11'" SHORT PANEL: PAN-21`153 . LONG PANEL: PAN_2F156 DESIGN LOADS: 7.0 P.S.F..S.F. & 6.0 P.S.F..S.F. z) J'� : TEST LOADS' +57.0 P & -66.0 PPART NO.: N/A ^ -D L 3 r1 STA E OF .�� •� Unless Stated Gtnernise O 8585 Duke Boulevard W]NDLOAD RATING 10" TOLERANCES P .` TOLERANCES are a Ulopay 1Ea'an,ON s5a0 USA.513-770-4800 W/ D P 3 8 ,,���ss AONAiTE ``` 00 - .00000 t 005 DESCRPTIONTaanIA CLASSIC I.lI01CH7RP853 5TEEL PAN SC +38/-44 PSF DESIGN ENGINEER, 0000= t.001 DRAWN BY: IAW DATE: 3/15/95 SCALE: NTS DWG.R degrees= 31/2• CHECKED SY: -- DATE: -- SHEET 4 OF 4 ISIZE JJ SCOTT HAMILTON, P.E. Uniess Slated Otnerriee • FLORIDA LICENSE No. 63286 DIMENSIONSARE IN INCHES. DWG. NO.: 101348 - A/B VER: IBC 3 2 FLOREDQ PRFRODUCT APPROVAL 16107 February 14, 2013 (Revised 8/10/17) Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6 through W8 I have evaluated the wind load door designs as shown on the drawings listed below. I have reviewed the test reports, which were generated, by accredited 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 1152005, 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 1., Drawings for doors with Manufacturing Product Code (MPC) PAN-2- 101348-A-Rev17, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 2: Drawings for doors with Manufacturing Product Code (MRC) PAN-2F15,6: 101348-A-Revl7, max, door size 9'0"-" -x 16'0"; +38/-44 PSF (design load) TABLE 3: Drawings for dears with Manufacturing Product Code (MPC) DS�E-1F171: 101526-A-Rev20, max. door size 910"" x 16`0"; +38/-44 PSF (design load) TABLE 4: browing fgr door v�ith ManufacturingzProduct Code (MFC) DSIU-1F17l: 104778-Rev03, max, door size 16'2" x 16'0"; +46/-52 PSF (design load) TABLE 5, Drawings for doors with Manufacturing Product Code (MPC1 DSIE-1F471: 104785-A-RevO3, max. door size 1612" x 16'0"; +38/-42 PSF (design load) x.04786-Rev04, max. door size 16'2" x 16'0"; +46/-52 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, TA13LE6-D aw'ngs for doors with Manufacturiag_Product Code (MPQ PAN-2F153: 101348-B-Rev17, max. door size 9'0"" x 16'0 +38/-44 PSF (design load) PAGE 1 OF 3 FILE: CBPC_130214-A.3 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6^W8.____ TABLE 7' Drawings for doors with Manufacturing Product Code (MkLPAN-2E'1S6: 101348-B-Rev1.7, max. door size 9'0"" x 16'0"; +38/-44 PSF Cdesign load) TABLE 8, Drawings for doors with Manufacturing Product Code (MPC) DSIE-1F17'1_':' 101526-6-Rev20, max. door size 910"" x 16'0"; +38/-44 PSF (design load) TABLiB : Drawinas for doors with Manufacturin.a_Rr_(Zdu_ct Cie (MPC) DSIE-1F471: 104785-8-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (design load) 7eat..Reports:. ATL-0107,01-13 (2/20/13), ATL-1206,01-12 (1/23/13), ATL-0801,01-12 (8/15/12); ATL-0827,01-12 (10/9/12), ATL-09.15.01-13R (3/18/13), ATL-0117,01-13R (3/18/13). These reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. 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, 417, 4RSF, 6RST, 6RSF, 48, 48B, 42, 423, 55, 55S, GDSS, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, ED5SV. Not all models may be shown on a given drawing, Product Description for doors with 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 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 (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: 76, 76V, 2RST. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIE-117171: 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 (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: 4300, 4301, 4310, HDG, HDGL, HDGF, 65, 66G, 67, 67G, 68, 6200, 6201, 6203, SP200, SF200, SE2_00. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIU-117171: 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 (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: HDP20, HDPF20, HDPL20, 7200, PAGE 2 of 3 FILE: CBPC_130214-A.3 5VAL:UATION REPORT FOR CLOPAY BUILbINC PRODUCTS COMPANY SECTIONAL,GARAGE DOORS,W6-W8 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a given drawing. Product Description for daors with MPC DS�-X 1F4 L 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 IONS 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; GIp2SP, GR2SP, GD21_P, GR2LP, AR2SP, AR21_13, ED2SP, ED2LP, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205, SFR68. Not all models may be shown on a given drawing. rr�pact Resistant Glazing (Molded): The optional impact resistant glazing is an Injection-molded polycarbonate front frame and glazing (GE LEXAN SLX2432T) that is an approved C1 plastic in accordance with testing required by FBC-B 2612. Approval based on review of the following tests: HETI-06-AO02 ASTM G155; HETI-06-TS66 ASTM D638 (before); HETI-06-T634 ASTM D638 (after); ETC-06-1024-17496,0 ASTM D2843, ASTM,-D635, ASTM D1929. Impact Resistant Glazing (Aluminum): The optional impact resistant glazing is an aluminum front frame and a separate polycarbonate glazing that is an approved C1 plastic in accordance with testing required by FBC-B 2612. Approved polycarbonate materials are Sabic IP Lexan 9034 (versions also approved: MR10, 9030, 90318, 90316, 90317, 90311, 90314, 90355) and Bayer Makrolon GP (versions also approved; SL, AR, 15). Approval based on review of N©A 13-0717,01 (Sabic IP, exp. 7/17/18) and NOA 12-0605.05 (Bayer, exp. 8/27/17). Limitations: The drawing(s) cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details and relies on the illustrations and text of these drawings as well. Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in accordance with current building Codes for the loads listed on the drawing(s) referenced above. Installation requirements per the relevant Florida Administrative Rule, including attachments, are detailed on the drawing(s) listed above. Installation must be in accordance with manufacturer's installation instructions and must be as shown on the drawing(s) listed above. The manufacturer's licensed design professional listed on the drawing(s) has reviewed the attachment details and installation requirements. Signature: ,�l HA/LI% /4 ��i, ro 0 Ole Scott Hamilton, P. E. No 6 28 r Florida P. E. No. 63286 ' Date: ap ra�7 13 STATE OF :•� lto PAG[3 OF 3 /pRj pL ,; % FILE: C3PC_130214-A.3 �r�ritl�il`