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Home My WebLink AboutProduct Approval 2/6/2017 Florida Building Code Online a r - �_ BCIS Home ( Log In j User Registration Hot Topic Submit Surcharge i Stats&Facts Publications FBC Staff �} BCIS Site Map Links € Search Floridab j USER:Publics User Product roval RECEIVED FEB Q ?,077 Product Aooroval Menu>Product or Application Search>Application List>Application Detail FL# FL16107-119 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 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed 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.odf FL16107 R9 COI Statement on Independence of Evaluation Entity- ScottHamilton 120424.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=wGEVXQwtDgvyf4ngAXh109aYpgetu2p/o2f5piPViHU22RIytcEPY2EAeA%3d`/`3d 1/5 2/6/2017 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 0 Page 1/3 0 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, WINDCODE@ W6 Garage Door 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R9 II 104724-A-Rev03-sioned.0f 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-11`171: 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, WINDCODE@ W6 Garage Door 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R9 II 104724-B-Rev03-sioned.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.Ddf requirements of the building code but DO NOT meet the Created by Independent Third Party: No _„i_mpact 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, WINDCODE®W6 Garage Door with Optional Impact-Resistant GD5S, GR5S,AR5S, ED5S Lites Mitts'of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R9 II 104710-A-Rev03-sioned.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.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.4 04 W6-16 PAN-21`153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide) 94,42, 48, 42B, 48B, 4RST, 6RST, WINDCODE®W6 Garage Door GOSS, GR5S, 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.pdf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.5 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 WINDCODE® W6 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl09aYpgetu2%2f5piPViHU22RIytcEPY2EAeA%3d%3d 2/5 4 3 2 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CA.RRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA ) OF 4 1 1 REV. N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GOSS, GR5S 03 - 6/24/13 - SH ADDED LONG PANEL OPTION. IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S HOLMES 48, 48B 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' ED5S ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS SHORT LONG FLUSH SHORT PANEL LOCATION. ATTACHED W/ TOG-L-LOC (TOP & BTM)AND D URETHANE ADHESIVE (ALONG CENTER). "CLASSIC" SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC" A LONG PANEL ALSO APPROVED. SEE TABLES BELOW FOR DETAILS. OPTIONAL GLAZING MAY BE STANDARD OR EXTRA STILES MAY BE STANDARD (SHORT PANEL) OR ERCIAL ONG NEL). SEE BLES SHEETGLA TWO IFOR DETAILS.S APPROVED. (GLAZINGNSHOWN ON NT GLAZING. ONLY SHORT COlfId GLAZINGLSHOWN IN 70P SECTION. INTERMEDIATE BELOW. 7INTERMEDIATE SECTION.) 0 '77' VIEW Eyd "B" SEE SHEET THREE _ n r- ( )• N ' _ 77 0 Y/ PA H z= I I VIEW "C' (SEE SHEET THREE). on I o q 16 GA. END STILES ATTACHED TO 00 DOOR SKIN WITH PATENTED A TOG-L-LOC SYSTEM (TOP, BOTTOM & � C a CENTER). ATTACHED TO TOP AND - BOTTOM RAIL WITH PATENTED TOG-L-LOC SYSTEM. TWO POINT LOCKING 4�1 INTO TRACK. (-•-•-•�A OPTIONAL OUTSIDE KEYED LOCK POSITION (2) LHR TOP BRACKETS USED AS INNER BOTTOM BRACKET. !.(AX. DOOR WIDTH = 16'-2" (1) 3-IN ROLLER CARRIER (P/N INSIDE ELEVATIONS 0120394 USED WITRACK. LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ) TH 3" SNAP LATCH ENGAGES END ONTO VERTICAL TRACK. DOOR HEIGHT R OF ONE SNAP LATCH ON STILE. UP T❑ 7•p• SECTIONS SLIDE BOLT LOCK EACH SIDE OF DOOR. 'CLASSIC'RAISED PANEL EM3OSS MORS 'CARRIAGE HOUSE'RAISED ENGAGES INTO B 7'3' TO 8'9' S SHARI PANEL LONG PANEL PMEL EMBOSS DOERS END VERTICAL TRACK. B 9'0' TO 10'6' 6 a Of.INTERn s or sT3 B DF CD)D1. SHORT PANEL STILE. ONE LOCK ON OUTSIDE 10'9' TO 12'3' 7 DDDR WIDTH SI ILES DOOR WIDTH INTERN.STILE INTERR STILES �OF INTERN. HANDLE_ LOCK BAR (PER SECTIOV (PER SECTIGN) (PER SECTION) DDDR WIDTH STILES EACH SIDE OF OUTSIDE ENGAGES IN 12'6' TD 140' 8 9'2'TO 9'I0' 3 9.2'TO II.2• 1 2 (PER SECTION) DOOR. KEYED END TRACK ON la'3' TO 15'9' 9 Ivo•TO O'I0' 4 U•4.10 14.13• 2 3 942'TO Imo• 3 HANDLE. STILE. EACH SIDE 16'3' 10 1200'TO 13010' 5 ITT' TO 16'2' 3 4 10.2•TO 11.4• N/A OF DOOR. 14.0'TO 15.10• 6 SEE 6137E RELOW REGARDING E%TRA 11'6'TD 14'6• 5 INSIDE SLIDE BOLT INSIDE HANDLE MAX SECTION HEIGHT, 21' 16'0'TD 16'2' 7 STILES ON LONG PANEL DDDRS. 14.8•TO 16.2• 7 LOCK OPTION. OUTSIDE LOCK WITH OUTSIDE KEYED LOCK WITH KEYED EXTRA STILES FOR LONG—PANEL MODELS. SNAP LATCH LOCK OPTION. LOCK BAR LOCKING. ADDITIONAL 18 Gk ERCIAL ERM.STILES ED AS NOTED O�S HAM��!i�� 11 THE ESECO M CENTER SILCSTARE ATTACKED Eo01PON BETWEEN THE ♦� dol ••'G ETV O �� EXISTWG RESIDENN4.CENTER STILES.COMMERCDL CENTER STILES ARE THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE 5�•�.� '•.2 ATTACHED NTTH TOG-L-LOC(TOP t<BOTTOM)OR(4)3/16-POP RIVETS ULTIMATE WINO SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA OR(4),(8 SHEET METAL SCREWS. BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON NO 63 8ggg/ MANUFACTURING PRODUCT CODE /r1(y ASCEING. FOR THE FOLLOWING CONDITIONS: I ENCLOSED SHORT PANEL: PAN-2F753 BUILDING. 2) DOOR HAS 2'OF IMG I IN BUILDINGS END ZONE, 3) LONG PANEL: PAN-2F156 ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. • ANSI/DASMA 108. SITE-SPECIFIC CALCULATIONS BY A QUALIFIED TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A A '9'. STATE OF .14/ DESIGN PROFESSIONAL MAY DIFFER. un ess Staten otne.rse 8585 Duke Bou!evcr0 VINDLOAD RATING A %OT' A, P '=>0 TOLERANCES Are �jlQna�/ sosoA,off aso<o USA 1 , D P 3 6 T j�(�•,(O FI L0• N�� ULTIMATE WIND 155 ]60 170 180 195 P J Tel.No.513-770-4DW W SPEED(MPH) .0 - 1.031 Bums P(e4Lsls C0m{wr FD.NW.513-770-4853 SS111NA it%% � EXPOSURE B.C. D B,C. D B.C B, C B 000 = 1.005 DESCRIPTION: 2"STEEL PAN DOORS 16'2"W (SEE TABLE FOR MODELS) DESIGN ENGINEER CATEGORY .0000 1.001 DRAWN BY: SH DATE: 11/19/12 SCALE: NTS DWG.R Degrees 11/2• CHECKED BY: SH DATE: 11/20/12 SHEET 1 OF 4 SIZE 1J SCOTT HAMILTON, P.E. MEAN ROOF HEIGHT 25' IS' 25' IS. 30' FLORIDA LICENSE No. 63286 DIENS ONS r.REt IN LACHES.DWG. NO.; 104710-A/B VER: IBC r 4 3 2 G LOQPDIa p OO DD MC T LAWIFROO VAL 16107 4 3 2 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 2 OF 4 REV. NO. ZONE: DATE: ECN N0, APPVO: DESCRIPTION CLOPAY 64A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GD5S, GR5S D3 - - - SH I SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST6RST 2RST 4F HOLMES 'ARTISTRY' AR5S HOLMES 48, 48B 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' EDSS 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 OSB 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 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 COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REOUIREMENT FOR WINDBORNE DEBRIS CODE AND IS LARGE-AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC). SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) SECTION B—B (NON—IMPACT RESISTANT GLAZING OPTION) C \OETAL 'D' C' FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN TAI --� IMPACT-RESISTANT FRA1.1E. L25 OPTIONAL DECORATIVE els MULTIPURPOSE MGH GOND TAPE SNAP-4N INSERT. (BETWEEN FRAME AND FACADE). 1 DECORATIVE FRONT FACADE. L r GLAZING t MOLDED INSIDE OJ88 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)@B x 3/4•PAN HEAD MACHINE B SCREWS. - p SLX2432T FRONT U FRAME&GLAZING. IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 104710-A DRAWING 104710-B F �*:• NO 6,3128 * MANUFACTURING PRODUCT CODE SHORT PANEL- PAN-217153 NG PAN : PAN- F156 DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. A /a O� $TA E OF :��/` UNess StoteO Otne 85$5 Duke Boulevo E VINI LDAD RATING TOLERANCES e.e rjlQ a Mason.OH 45040 USA ........R,o. _ P Y Tel.No. 771-WD W6 D P 3 6 T ��SS�OfVAiI � .OD 1.015 DESCRIPTION:n�2-STEEL PAN DOORS 77 4316'21'! (SEE TABLE FOR MODELS) DOD- t.005 DESIGN ENGINEER: 0000 = 2.001 DRAWN BY: SH DATE: 11/19/12 SCALE: NTS DVIG_D Degrees 21/2' CHECKED BY: SH DATE: 11/20/12 SHEET 2 OF < SIZE j.J SCOTT HAMILTON, P.E. unless states ower-sae FLORIDA ICENSE No. 63286 OUENSIONS ARE Or INCHES.DWG. NO.: 104710-A/B VER: IBC 4 3 2 FLORIDA DDA p OO 0107 APPROVAL 16107 4 3 2 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET- REVISIONS MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 3 OF 4 REV. N0. ZONE: DATE: ECN NO. .APPVD: DESCRIPTION CLOPAY 84A, 94 173, 75 7L, 75L 1 98 CLOPAY 'GALLERY' GD5S, GR5S 03 - - - SH I SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S HOLMES48, 48B 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' ED5S D SHORT LONG FLUSH SHORT PANEL -1 Y-2" THICK D HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (z) 12 GA. GALV. STEEL TOP ROLLER (NO LOAD FROM DOOR) NOTES: 25 GA. (0.019" MIN. THICK) BRACKETS (2-1/2" x 5-TOP R EACH I. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO DDS STEEL EXTERIOR SKIN BRACKET ATTACHED x 5- /'14x5EAC SHEET THE 2x6 VERTICAL SYP(GRADE.#2 OR BETTER)JAMBS.NO'LOAD FROM THE DOOR IS WITH G-40 GALVANIZING, TRANSFERRED TO THE HORIZONTAL(TOP)JAMB' BAKED-ON PRIMER AND A METAL SCREWS. ADJUSTABLE SLIDE ATTACHED 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF+288 LB& -336 LB.PER LINEAR FOOT OF JAMB. BAKED-ON POLYESTER PAINTED TO TOP BRACKET WITH (2) 1/4°x1/2" BOLTS 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET. FASTENER FLUSH MOUNTING SURFACE. SIDES OF STEEL SKIN. TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED 1N THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. MAX.O.C. C SHIP JOINTS P 14 GA LAIN. GALV. ROLLER HINGE. EACH C HINGE FASTENED TO END STILES V!/(4) 2x6 VERTICAL JAMB 1/4" 3/4"S ELF TA PHEET INGA SCREWS. SEE 4'— VIEW "B F L ONE 4" T-STRUT PER SECTION. (SEE VIEW 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT VIEW ^D^ "D' EACH T-STRUT ATTACHED AT EACH (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2.6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) 4"TALL TAPER STRUT. �:,),--,HINGE LOCATION WITH (2) 1/4•x3/4" SELF MAXIMUM 0.057" MIN. GALV. STEEL. TAPPING SCREWS. ON CENTER 50 KSI. MIN. DISTANCE STEEL BBETWEEN WASHERSUILDING TYPE FASTENER TYPE FASTENERS*REQUIRED! K !A i 4"x 1-1 a'MIM. EMBED TAPCON C NCRETE ANCHOR 7-1 2" 1-O.D. 3000 PSI MIN.CONCRETE 1 a"x , MIN. EMBED TAPCON CONCRETE ANCHOR 8-1 4' ,•O,D, B 3 X 1-3 4 MIN.EMBED 14EJ-IT ANKR TITE SLEEVE ANCHOR 16-1/9- INCLUDED 14999 E51 MIN CgIlrRETE 3/8"X 1-3/4-MIN, EMBED W -ITWEJ-IT ANKR TITE SLEEVE ANCHOR 4- NC UD L7 Vi A! SCREW ATM 7 RA A 1- t. INTO TR 17-3/4- 1 O.D. • 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. CLOPAYDOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"-, EXCLUDING STUCCO THICKNESS. 12 GA. MIN. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) §144/8• SHEET METAL SCREWS. ALUMINUM EXTRUSION &VINYL WEATHERSTRIP. D�T HAM14 J"� 0 144/8" SHEET METAL SCREWS SECTION A-A (SIDE VIEW) %g�•��G E N S�•0y 0 0 *::• NO 6 •'.•* C SHORT PANEL: PANNG -E 2F153 00 O O 1/4"x3/4- SELF LONG PANEL: PAN-2F156 DESIGN LOADS: 4.0 P.S.F.P.S.F. & 3.0 P.S.F.P.S.F. � O O TAPPING SCREWS. TEST LOADS: +54.0 P & -63.0 PPART NO.: N/A A A � '. STA E OF .�� 14 GA. END HINGES 18 GA. QIIN.1 INTERMEDIATE HINGE Unless Seoted Otherwise _ 8585 Duke Boulevard VINDLOAD RATING ••° P � VIEW - TOLERANCES ere rj'Q a Tel. off 45oao usA "EW 'B P Y Tel.Nc.511,!-5;,"F,11,1 -770-4800 W 6 D P 3 6 T aNALE�%`%, .00 = t.015 DESCRIPTION:Products F�2"STEEL`PANS DOORS 316'2"W (SEE TABLE FOR MODELS) 4r LTL .000 = 3.005 DRAWN BY: SH DATE: 1, 19 12 SCALE: NTS .0000 3.001 / / DNlG.D DESIGN ENGINEER Degrees = 31/2' CHECKED BY: SH DATE: 11/20/12 SHEET 3 OF 4 ISIZE J__) SCOTT HAMILTON, P.E. Unless Sloteo 0lncrwlse FLORIDA LICENSE No. 63286 DIMENSIONS ARE'1 1r.CHES.DWG. NO.: 104710-A/B VER: ,BC 4 3 2 FL OUIRI DQ PIFTbODUCT QppROO VAL 16107 4 3 2 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS MODELS 1 24 GA 1 25 GA 1 25 GA 24 GA MODELS 25 GA 4 OF 4 REV. NO.1 ZONE: DATE: I ECN N0. APPVD: DESCRIPTION CLOPAY 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GOSS, GR5S 03 1 - - SH SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S H13LMES 48, 48B 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' E115S D SHORT LONG FLUSH SHORT PANEL D HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER(TO SUIT). NQTE,TRACK CONFIGURATION ABOVE THE DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION DOOR OPENING DOES NOT AFFECT THE 'r DOOR DOORS UP TO 800 L85, WIND LOAD RATING OF THIS DOOR. HEIGHT `L" F3" GALV. STEEL FLAG BRACKET ATTACHED TO 6'-6" 70` I-DOOR OVERLAP(EACH SDE) {.. WITH (3)5/16`X 1-5/8"LAG SCREWS 7•_ - I STOP t.10ULDING BY DOOR INSTALLER(TO SUIT). O TRACK WITH (2) I/4"RIVETS. 2x6 SYP WOOD JAMB.SEE II 16 GA.CALV.STEEL END STILE. 7-6" "JAMB PREPARATION NOTE`. 18 GA.GALV. STEEL DOUBLE END STILE. 2" TRACK CONFIGURATION R" 20 GA. 1J W.GALV. STEEL INTERI.1.STILE. DOORS UP TO 800 LBS - SPACING NTE 14.O.C. 8-5- 4 i 9'-O"1 - IB GA GALV. STEEL INTER. m 9'-6"106- 2-1/2"X 12 GA GALV, STEEL /, HINGE FASTENED TO CENTER 0 TRACK BRACKETS FASTENED TO STEEL_ 2"GALV.STEEL TRACK, 10'-0" I STILE W/(4)EACH #14x5/8" 10-6-II WOOD JAMBS WITH 5/6"X I-5/8` SHEET METAL SCREWS. eTRACK THICKNESS:0.083•. 11•_6-1 4' LAG SCREWS NOT TO EXCEED 14" ON-CENTER.MIN.OF(9)LAG 7/16"I.D. ROUND 11- 13CSCREWS REQUIRED PER JAMB. PUSH NUT _ 12'-6s 142` 2"CALV.STEEL TRACK FASTENED TO FASTENER. 38 TYP.2-1/2-X 12 CA GALV, 1X—O"148' 12 GA GALV STEEL TRACK BRACKETS 14 CA.GALV.STEEL ROLLER HINGES FASTENED TO ENO STILES W/(4) EACH #14x5/8- C z STEEL TRACK BRACKETS, 13'-6"1 4' Y.7TH EITHER(2) 1/a'pA RNE75 OR SHEET METAL SCREWS AND(2) 1/4'SELF TAPPING SCREWS PER END HINGE. C ATTACHED TO JAMB WITH (1) 14'- " (1) 1/4'X 5/8'BOLT&NUT PER o t24* 5/16•X 1-5/8"LAG SCREW PER 14'-6" TRACK BRACKET. 2-DV,, 7-1/2•LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. TRACK BRACKET. 15•- - 7 15'-6- 78" 10" 16'-0"1 4" SECTION C- -3-1/2- 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-.TRACK CONFIGURATION ABOVE THE ZONE B-3 SHEET 1. DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION .DOUBLE TRACK DOORS 800 LBS AND OVER. VAND LOAD RATING OF THIS DDOR. LOW HEADROOM OPTION CENTER HANG REOUIRED FOR DOORS 800 LBS AND OVER. DOORS OVER 8'HIGH. (AVAIL.FOR BOTH 2"AND 3"TRACK) t DOUBLE HORIZONTAL I"DOOR OVERLAP(EACH SIDE) TRACK. B 2x6 SYP WOOD JAMB.SEE STOP MOULDING BY DOOR INSTALLER(TO SUIT). 3"GALV.TAPERED STEEL TRACK AND ANGLE.TRACK 'JAV$PREPARATION NOTE'. 16 CAL GALV. STEEL ENO STILE. B TILICKtTESS:0.101•.ANGLE THICKNESS:0.080'. HORIZONTAL TRACK •: F:•.: 18 CA.GALV.STEEL DOUBLE END STILE. MIN.ANGLE DIMENSIONS 3-1/4'x 2-7/8'. SUPPORT BY DOOR 20 GA MIN. GALV.STEEL INTERN.SOLE. VERTICAL/HORIZONTAL TRACK 14'•MAXIMUM SPACING INSTALLER(TO SUIT). 18 GA.GALV.STEEL INTER. JUNCTION.TWO 1/, BOLTS FROM LAST MOUNTING 3-1/4"x 2-7/8"MIN. x 0.080"TAPERED HINGE FASTENED TO CENTER & NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE. SEE LAG BOLT MOUNTING BELOW. STILE W/(4)EACH #14x5/8" x ` PUSH•NUT UND SHEET METAL SCREWS. z ADDITIONAL MOUNTING SLOTS FASTENER. SPACED AT 12"CENTERS. 0 0.701'THICK 3"GALV. STEEL TRACK FASTENED 14 GA WLV. STEEL ROLLER HLUGES FASTENED i0 END ,,,,`S LC HA /�A','' a TO TAPERED ANGLE.TRACK ATTACHED TO STILES W/(4) EACH 114x5/8"SHEET METAL SCREWS I-V12"ON CENTER TAPERED ANGLE WITH ONE 1 4 x5/8"BOLT& AND(2) 1/4-SELF TAPPING SCREWS PER END HINGE. NUT AT EACH MOUNTING SLOT. �,SG�'� ENg'•.�iy�i� u 46' �. F'•, = 3`GIA, 8-1/2"LONG STEAL BALL BEARING STEEL ROLLER. MANUFACTURING CT *.•• N G$ .r l �,.r4A 5 TION -C LONG PANEL, PANu 2F753E 34- N-c.Y."TRACK BOLT AND NUT AT EACH 'yd',r'i•x' PREPARATION OF JAM85 BY OTHERS MOUNTING SLOT LOCATION. NG PAN PAN- F756 n. DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. -0; 3 13 tS :jr- 0 TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A �L A �9'. STATE OF :(lA� WOR VERTICAL Unless Stated Otherwise _ 8585 Duke Bduterdrd VINDLOAD RATING ~ 0�.••� P �� 22" HEIGHT 77RACK LENGTH TOLERANCES ore Clopay Mdwq O1 45040 800 \ /C D P 3 6 T i Tel.tto.5t3-770-48(10 W l� I�.�U,;,�� 8'-0-_ 84" .0 *.031 Bu7Knq Products Carr.?vry Fax Na.5I3-770-0853 �i /ONALE ` 10' 9- 96" ONE 5/16"x 1-5/8"lAG SCREW SPACED AT THE SAME .00 = t.015 DESCRIPTION: 2" STEEL PAN DOORS 16'2`117 (SEE TABLE FOR MODELS) 1 - 1 DISTANCES AS THE TRACK BOLTS (I.E_3-1/2•, 10',22-,34", ,000 1.005 12-0 132 46", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16',28".& ,pppp = ;,ppt DRAWN BY: SH DATE: 11/19/12 SCALE: NTS DWG.R 3-1/2" 16-0 Tao 4 CHECKED BY: SH DATE: 11/20/12 SHEET 4 OF 4 SIZE J.J DESIGN ENGINEER: ao"FROM eoriDM. TING uc SCREWS ALSO LDcnreO AaovE Degrees - tt/2• SCOTT HAMILTON, P.E. VERTICAL/HORIZONTAL TRACK JUNCTION. Unlesz Stated Olherwize FLORIDA LICENSE No. 63286 olatEHs ous ARE w woes. DWG. NO.: 104710-A/B VER: IBC 4 3 2 FLOO RMA PRODUCT APPROO VAL 181077 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 115-2005. 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 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 fordoors with Manufacturing Product Code (MPC) PAN-2F 53: 104710-A-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load) 104761-A-Rev02, max. door size 18'2" x 16'0"; +36/-42 PSF (design load) TABLE 2• Drawings for m; with Manufacturing Product Code (MPC) PAN-2F143: 104753-A-Rev02, max. door size 16'2" x 16'0"; +38/-42 PSF (design load) 104762-RevO2, max. door size 1812" x 16'0"; +41/-46 PSF design load) 104754-Rev02, max. door size 16'2" x 16'0"; +46/-50 PSF Cdesign load) TABLE 3• Drawings for doors with Manufact ru in4 Product Code (MPC) DSIE-IF171;_ 104724-A-Rev03, max. door size 16'2'"x 16'0"; +38/-42 PSF (design load) 104751-A-Rev02, max. door size 18'2" x 16'0"; +38/-42 PSF (design load) 104736-Rev03, max. door size 1612" x 16'0"; +46/-52 PSF (design load) 104752-Rev03, max. door size 1812" x 1610"; +46/-50 PSF (design load) TABLE 4: Drawings for doors with_Manufacturinu_Product Q (MPC) DSIU-1F171: 104777-A-Rev02, max. door size 18'2" x 16'0"; +38/-42 PSF (design load) 104778-Rev03, max. door size 16'2" x 16'0"; +46/-52 PSF (design load) 104779-Rev03, max. door size 18'2" x 16'0"; +46/-50 PSF (design load) TABLE 5• Drawings for doors with Manufacturing Product Code (MPC) W-IG899: 104439-Rev02, max. door size 9'0" x 12'0"; +47/-55 PSF (design load) PAGE 1 OF 4 FILE:CBPC_121212-A.3 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6^W8 104998-ReV00, max. door size 16'2" x 12'0"; +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 dQ!2rs with Manufacturing Product Code (MPC) PAN-2FI53: 104710-B-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load) 104761-B-Rev02, max. door size 18'2" x 16'0"; +36/-42 PSF (design load) TABLE 7: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F1�,gi 104753-B-ReV02, max. door size 16'2" x 16'0"; +38/-42 PSF (design load) TABLE 8: Drawings for doors with Manufacturing Pro ct_Qode (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 18'2" x 16'0"; +38/-42 PSF (design load TABLE 9: Drawin s for doors with Manufacturing Pro duc C C DSIU-IF171: 104777-B-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-1015,01-12 (11/3/12), ATL-1113,01-12R (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 (10/9/12), ATL 0123.01-14 (9/3/2014), ATL 0121.01-15 (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 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. 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, 48B, 42, 42B, 55, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, EMS, ED5SV. Not all models may be shown on a given drawing. Product Description for doors with MPC PAN-217143_ 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 PAGE 2 OF 4 FILE: CBPC_121212-A.3 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6^W8 equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 48B. 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, 6200, 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: HDP20, HDP1720, 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 (Ift 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. 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. PAGE 3 of 4 FiLE: CBPC_121212-A.3 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-WS 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: 11 HAM1 ��4 GENS 0 • No 63286 •': � r Scott a r1ton,4P . _ c Florida P. E. No. 63286 ="°i •�= STATE OF :4/Z 40 Date: 4Fs.4O R p••°G� • �O NA PAGE 4 OF 4 FILE:CBPC 121212-A.3