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Home My WebLink AboutProduct Approval; Sectional Exterior Door AssembliesFlorida Building Code Online Page 1 of 6 sCLS Home I Lapin I User Regkleation I Hot Topea I Submlt eurehame I etatt®Facts I Publications I Contact us I sas site Map I LinksScareh 0=1 SHOPSTAMPREVIEW tarn/TaP Emerald gl Product ApprovalpreOSER: Puhlic User Review is for general compliance with the Construction Documents. Responsibility for correctness of dimensions, details, quanddes and safety PrMna pppwval Mena >Prptlutt or Anplire[bn search >pppllation Liz[>pppliratlon De during fabrication Iles solely with the contactor. nQ No Exceptions Taken Reviewed By: Dawn Boggio-Korbelak Now FL At FL16546-R31 ❑ Rejected: Application Type Revision Code Version (� Code Vemlan 2017 11/22/19 dlQrwek �- _ Application Status Approved Comments Archived ❑ Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterfield@copay. mm Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Emall 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 Florid. 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. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Gary Pfuehler U Validation Checklist - Hardcopy Received CertlFlcate of Independence FL16546 R11 COI CertificatiDn of Independence of Validation n I - Gary Pfuehler 2916.02.1.9. p_dj L 6 46 R 1 COT Statement on Inderpendence of EvaluationEnti - Sco tH miiton 2016-02-19 ndf 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 Certified By Florida Licensed Professional Engineer or Architect https://floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFglJ... 10/23/2019 Florida Building Code Online Page 2 of 6 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page O FL16546 Rll Eaulv 20170809 - FBC - DASMA 108 enuiv.odf FL16546 RIl Enuiv 20170809 - FBC - DASMA 115 eauiv.odf Method 1 Option D 12/18/2018 02/13/2019 02/13/2019 04/16/2019 ® 0 Pagel/4® FL V Model, Number or Name Description 16546.1 01 WS-16-HY PAN-2F153/6: 73, Steel Pan (min. 25 ga.) Double -Car (97" to 16'0" wide) 1500, 75, 76, 190, 84A, 94, 42, WINDCODE® WS Garage Door 42B, 48, 48B, 55, 4F, 4RST, 6RSr, 4RSF, 6RSF, GDSS, GDSSV, GRSS, GR5SV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Installation Instructions Approved for use In HVHZ: No FL16546 Rll 11 101922-A-Rev15 odF Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +32 PSF/-32 PSF Evaluation Reports Other: Solid doors (no glazing) or doors with optional FL16546 1111 AE CBPC 131211-A.odf Impact -resistant glazing are Impact -resistant (large missile Impact). Created by Independent Third Party: No 16546.2 02 WS-16-HY PAN-21`153/6: 73, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'O" wide) 1500, 75, 76, 190, 84A, 94, 42, WINDCODEO W5 Garage Door 42B, 48, 48B, 55, 4F, 4RST, 611ST, 4RSF, 6RSF, GDSS, GDSSV, GRSS, GR5SV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 RIS 11 301922-8-Rev15 ndf 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 FLI6546 RSS AE C13PC 131211-A,pd the wind load requirements of the building code but DOES Created by Independent Third Party: No NOT 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- E14S, AR4S Car (92" to 16'2" wide) WINDCODE® W8 Garage Door with Optional Impact -Resistant Liles Limits of Use Installation Instructions Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes FL16546 Fill 11 104791-RevOS.odf Verined By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Design Pressure: +46 PSF/-52 PSF treated by Independent Third Party: No Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no FL16546 Rll AE CBPC 131211-A odf glazing) or doors with optional Impact -resistant glazing are Created by Independent Third Parry: No Im - sistan[ (large missile Impact). 16546.4 04 W6-16 PAN-2F153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 162' wide) 75, 190, 84A, 94, 42, 42B, 48, 48B, WINDCODEB W6 Garage Door with Optional Impact- 55, 4RST, 6RST, 4RSF, 6RSF, GDSS, Resistant Lites GDSSV, GR55, GRSSV, ARSS, ARSSV,EDSS,EDSSV Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16546 Rli Il 104710-A-Rev03 odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Design Pressure: +36 PSF/-42 PSF Created by Independent Third Parry: No Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no standard glazing) are impact -resistant (large missile Impact). FL16546 R11 AE CBPC 131211-A odf Created by Independent Third Party: No 16546.5 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgU... 10./23/2019 Florida Building Code Online Page 3 of 6 05 W6-16 PAN-2F153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2'to 16'2" wide) 75, 190, 84A, 94, 42, 48, 55, 4RST, WINDCODE® W6 Garage Door 611ST, 4RSF, 6RSF, GD5S, GD5SV, GR5S, GR5SV, ARSS, AR5SV, EDSS, ED5SV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 RII II 104710-B-Rev03.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: The standard glazing available for this product meets FL16546 all AE��-p�-2j],7.�,pdf the wind load requirements of the building code but DOES Created by Independent Third Party: No NOT meet the Impact resistant requirement for windbome debris regions. 16546.6 06 W6-16 PAN-21`156: 76, 2RST Steel Pan (min. 25 ga.) Double -Car (9'2" to 167' witle) WINDCODE® W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16546 R11 II 104710-A-Rev03.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Parry: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no FL16546 all AE CBPC 131211-A.odf standard glazing) are Impact -resistant (large missile Impact). Created by Independent Third Party: No 16546.7 07 W6-16 PAN-2F156: 76, 2RST Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R11 li 104710-B-RevO3. odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other. The standard glazing available for this product meets FL16546 Rll AE CRPC 131211-A.odf the wind load requirements of the building code but DOES Created by Independent Third Party: No NOT meet the Impact resistant requirement for wlndborne debris regions. 16546.8 08 WS-16 PANSP-2F153/6: 73SP, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 15SP, GD5SSP, GD5SSPV, 76SP, WINDCODE® WS Garage Door 76VSP Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 all II 304818-A-Revdl-signed.ndf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +32 PSF/-37 PSF Evaluation Reports Other: Solid doors (no glazing) or doors with optional FL16546 RIS AE CBPC 131211-A odf - Impact -resistant glazing are Impact -resistant (large missile Created by Independent Third Party: No impact). 16546.9 09 WS-16 PANSP-21`153/6: 73SP, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) SSSP, GDSSSP, GD5SSPV, 76SP, WINDCODEO WS Garage Door 76VSP Limits of Use Installation Instructions Approved for use In HVHZ: No FL16546 all 11 104818-R-Rev0l-sioned.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +32 PSF/-37 PSF Evaluation Reports Other: The standard glazing available for this product meets FL16546 fill AE CBPC 131211-A.odf the wind load requirements of the building code but DOES Created by Independent Third Party: No NOT meet the Impact resistant requirement for windborne debris regions. 16546.10 10 W6-09 DSIE-1A171: 2050, 2051, Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior 2053, 4050, 4051, 4053, 62, 64, skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® 65, 62G, 62LG, 64G, SDP38, SFL38, W6 Garage Door SRP38; 134, 135, 136, 6130, 6131, 6133 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16546 R31 11 104814-A-ReV00.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: +36 PSF/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170'MPH, Solid doors (no FL16546 R11 AE CBPC 131211-A.odf glazing) are Impact -resistant (large missile Impact). I Created by Independent Third Party: No 16546.11 11 W6-09 DSIE-1A171: 2050, 2051, Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior 2053, 4050, 4051, 4053, 62, 64, skin 29 ga. min.) Single -Car (up to 9'0"wide) WINDCODE® 65, 62G, 62LG, 64G, SDP38, SFL38, W6 Garage Door SRP38, 134, 135, 136, 6130, 6131, 6133 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2we/`2bnFgU... 10/23/2019 a1 ,AN NI 4 A d • 4 3 41 2 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS ODORS I SHEET, REVISIONS MODELS 1 24 GA 1 25 GA 1 25 GA I 24 GA MODELS 25 GA I OF 4 LONG I MUSH I SHORT PANEL yA 'mSIC' SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND 'CLASSIC' LONG PANEL ALSO APPROVED. SEE TABLES BELOW FOR DETAILS. I_I I -I' mi ^ I -I ^ I_ —I OW- ��— ,_III I 1' �I® l®IIL�II®I�L�IUII®l�L�ll' GTE TITITITITITITI�Ii��i .�.�.�i:`�1=5u Mulf ��r�� I��j�ll�■1�� -1 T�II L�J IIJ 'I-J r=9-J' vT� . . . I�-Y IWj •ice T�ii —i 1yy��1 1 �I♦ ram' �I r II L� L'=1 1�•I �� }11Llw'I'A'NP�'•111 DOOR HEIGHT R W SECTINNS UP TO )'W 4 >'3• TO 8090 5 9'0' TO IW6' 6 I090 TO 12'3' > 12.6' TO N'0• 8 14'3' TO 15'9• 9 16'0• 10 MAX SECTION HEIGHT, 21' ENGINEER: OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. ONLY SHORT GLAZING IS APPROVED. SEE SECTION B-B ON SHEET TWO FOR DETAILS. (GLAZING SHOW IN INTERMEDIATE SECTION.) VIEW W (SEE SHEET THREE). NEW -C- (SEE SHEET THREE). 16 GA END STILES ATTACMED TO DOOR SIGN WIM PATENTED TOG-L-LOC SYSTEU (TOP, BOTIOU & CENTER). ATTACHED TO TOP AND BOTTOM RAIL WITH PATENED TOG-L-LOC SRSTUI. Two PRIM LOCKING IMO TRACK. (2) LHR TOP BRACKETS USED. AS INNER BOTTOM BRACKET. 1 3 IN ROLLER MR ER P/N ONE STANDARD INIZWEDWTE SITE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ TOO-L-LOC (TOP & BDA) AND URETHANE ADHESIVE (ALONG CENTER). C EXTRA STRES MY BE STANDARD (SHORT PANEL) OR COYMERCK (LONG, PANEL). SEE TABLES BELOW. GLAZING SHOWN IN TOP SECTION. 1 i 1i i i i INSIDE ELNp90N5 0120394) USED 1WIH 3- TRACK. SNAP LATCH ENGAGES LOCATpN OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. 'CLASSIC RPISCD .1 CXHOSS DDDRS GASSED SLOQ47� PWPr L UXI PMCL PudPiC! : INi[4L W SSO 6 CDSa L.YIDin smcs m•1! v1nTM WN SIILC IYICPII S1nfs Drrp0.D'CRI'M dUt sCCnRo . s2CI. T� l ME,SEC,ID4 i0 11'ID' ITV' ID H'Itl 2 ] 9'e l]ISYI' 10 I6'Y ] IO2' IYC rEliC 6ELDV RCDAPD1Y4 bTG II%' lDSASTILES N1 LDW PMLL �S I'S' T EXTRA STILES FOR LONG —PANEL MODELS. .DDHauL 1a cL nauu:Rcla LHIERY sTeLs REousm a NO1W w THE WHILE THESE Lp.I CENTER STILES AaE ARMRO nOFnR A.n4 MIPO R6CfMa LERIf1E 511CS COWO QRCR S. `AE LOC LIOAA ="jOR (4) 311r PDP PHONE OR (4) EO SMR HOLM SO1M SLIDE BOLT LOCK ONE SNAP TCH N EACH END pX Si4E. }'I/y/ ENRAGES INTO TRACK. ONE LOCK ON ONE LOCK WINSIDEMDLE EACH SIDE OF DOOR. OUTSIDE KETED HANDLE..STILE. INSIDE 10 SO LT LOCK OPTION. D COIp KEYED LOCK WITH SNAP" T" OPTION, LOCH OPTIONSNAP�OCH OPTION. MIS DOOR PEELS OR IXCEEOS THE DUCH LOWS FOR THE UCTNATE MAID SPEEDS LIME BEU= ACCORDING TO ME MOPoDA BUALING CODE OR THE NIERNATIONN. DUIUNNG COOL (WED ON ASCE>-10) FOR THE fOLIOMNG CONORCHS: 1) ENCLOSED B DING. 2) DOOR HAS 2' OF WIDM IN BUILDING'S END ZONE, 3) ANY ROOF SLOPE. AHD 4) TESTING IN ACCORMNCE YAM ANSIVD*" IN. LSE -SPECIFIC ULCUTATKNS IN A OUHUM DESIGN PRO:£410NAL MY ENTER. ULTIMATE vIND I53 ISO 1>0 ISO ]95 SPEED IMP.) EXPOSURE H. C. D B. C, ➢ B. [ B: C 8 CATCGORT MEM RDDF HEIGHT25' 15' 2s' IS' 3C I FLEA-`2.0314 W • x.011 WON 00 • 3.001 DeR,4m - G1/r & 1[0 END STILE OUTSIDE B HANDLE. 4K LOCK DNR ENGAGES IN PACK ON EACH SIDE OF DOOR. OUTSIDE KETEO LOCK WRH LO^K BMLOCKINGL�fKING_ AWINDLOAD RATING I� 1 u= as 7- 4 4 4 3 2 1 (EL EMBOSS DOORS 'CARRIAGE, HOUSE' RAISED PANEL EMBOSS DOORS SKET• REVISIONS GA 25 GA 24 GA VMDELS 25 GA Z OF 4 REV. N0. ZONE: DATE: ECN. NO. APPVD: DESCRIPTION ]R 98 1 CLOPAY 'GALLERY' I GD5S, GR5S 03 SH I SEE REVISION HISTORY ON SHEET ONE )UD DOORS (NO GWfNG) OR DOORS YAM OPTIONAL IMPACT —RESISTANT GLAZING ARE OPTIONAL DS8 OR 1/8- ACYRUC MES AVN E. OPTIONAL ACRYLIC GLAZING IS PACT —RESISTANT. OPTIONAL;INJECTION—MOLDED.POLYCARBONATE FROM FRAME AND PLASHOUTE OPT% OR UJOITE CP APPROVEO'(S2 PLASTIC IN ACCORDANCE PATH IOC/FBC AZING IS GE LEYN( SLS2432T, AN MPRO E CM PLASIC IN ACCORDANCE WITH 2606, 1 C/FDC 2E06 AND AN APPROVED C1 PLASTIC IN ACCORDANCE WITH FOG 261Z THE ENTIRE DOOR ASSEMBLY INSTALLED IN IXIMPUMCE WRH THIS SECTION MEETS THE IE'MERE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUI = CODE OR INTERNATIONAL BUILDING ND LOAD REQUIREMENTS OF THE FLORIDA SOLOING CODE AND INTERNATIONAL BUIIDING CODE @IT DOES NOT MEET THE IMPACT RESISTANT REOUIREMENT FOR YANDRORNE' DEBRIS )DE AND S:LARGE— AND SMALL —MISSILE IMPACT RESISTANT. REWONS (REF. CHAPTER 16 FBCAM). SECTION B-B (IMPACT —RESISTANT GLAZING OPTIONI SECTION B—B (NON —IMPACT RESISTANT .GLAZING OPTION] OETNL b' FROM FRAME l9TH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FROM FRAME S NARROWER THAN DETAL IMPACT -RESISTANT FRAME. ltl IIDHAL OECORAmE 2Y! MDLLff SE WGH BOM T. SNM-W MOE. (BETVEEN FRAME MO FACIZO. OECORLTWE FROM FA C L A GLAZING MOLDED INSIDE a4D8� SUU)NE SEALANT LEE RETAILER. JW/4. PAN HUD SCREW (BETWEEN STEEL S(LN AND FRAME). (10 SCREWS PER WE). .FMT RESSUNT ONE-PIECE. DMECTON POLYSTYRTNE RETNNER FASTENED TO FMVE WON MOLDED GE LEYAN (10) IB 4 3/4' PAN. HEAD MACHINE SCREWS. SM430 FRONT FRAME h G Hl IMPACT —RESISTANT ASSEMBLY DETAILS: STANDARD ASSEMBLY DETAILS DRAWING 104710-A DRAWING. 104710-8 S1AIL' OF TOLERANCES :z O R l0:'�j�=` m. .YONALEa\` .00 - x.015 4F 1\\\ 400 2.005 00 ENGINEER- 0m WON. P.E. Lr4e.rsw<a ane,.I++ CENSE No. 63286 _ PNOsu.s ARE w nvrT' Mips, --. Me 8565 pule BPul ld VINDLORD RATING A 'ay °5'1} �4= W6 DP36T nPAI Em N 51S-TN-OW I: 2' STEEL PAN DOORS 16'2Y (SEE TABLE FOR MOOELS) SH DATE: 11/19/1 SCALE: HTS DWG.R F: SH DATE: I)/2D/1 SHEET 2 OF 4 ISIZE L 104710-A/B I VER: IBC r � 4 4 3 2 1 'CLASSIC RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS OCCURS SNEET. REVISIONS N.0➢ELS 24 GA 25 GA- 25 GA 24 GA MODELS 25 CA3 OF 4 REV. NO.1 ZONE'I DATE: I ECN NO. APPVD: DESCRIPTION 'CLOPAY 84A. 94 73, 75 76, 75L 98 CLOPAY'GALLERY' G➢5S, GRSS 03 SH SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST BRET 21EST I 4F HOLMES 'ARTISTRY' ARSS HOLMES. 48, 488 142, 42B IDEAL 'CARRIAGE HOUSE' EMS. SHORT LONG I FLUSH SHORT PANEL —I 2• THICK D D JAMB TO SUPPORTING. STRUCTURE ATTACHMENT (NO HORIZONTAL (TOP) JOB LOAD Mo. pOM) NOTES, 25 GA (0.019- MIN. THICK) (2) 12 QA CALV. STEEL TOP ROLLER 1. ALL THE LOAD FROM ME DOOR 5 1RMSFERRED TO IKE TRACK AND THEN MEN THE TIMCK TO OD$ STEEL E%TERgfl SKIN /BRACKETS (2-1/2* x 5-3/8•). EACH AD THE 24 VERTICAL SY (GRADE /2' OR DEFIER) J 133. NO LOAD FROM THE ODOR IS WITH G-40 GALVANIZING• / B RACKET ATTACHED W/(4) ®14x5/8• SHEET 1R415FERRED To THE HORIZONTAL OOP) JAW& BAKED -ON PRIMER AND A METAL SCREWS. ADJUSTABLE SOME ATTACHED 2. GCH WERTIVL JANR SEES A MICOWUW DESIGN LOAD OF H288 LB A -MS L& PER UNEM BAKED -ON POLYESTER PAINTED TO TOP BRACKET WITH (2) 1/4•xl/2- BOLTS FOOT 0, Jib3 ]. ALL JAMB FASTENERS MY BE (BUF ARE NOT REWIRED TO BE) CODNIERSYNK TO PROVIDE A TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET. FASTENER a SH uOUMN SURFACE SIDES OF STEEL SKIN. TYPf 4.. I/3 STRESS INCREASE FOR WIND LOAD WAS NRI USED IN THE CALCUIVKN OF ALLMNME LOAM FOR ANCHORS AND FASTENERS FOR STEM. CONCRETE AND WKWNRY. Ion 7■ JI 2.6 JAMB TO SUPPORTING 5jRVQjQB9--ATIAQIMW R TO RE UR. FOR ATTL[161CM OF TRICK ANLLE TO'P.R VFR..WJM OR SVWA 1. SIN.R11 MLuu. "-CENTER MSGNCE SRM BNLONO TYPE' FASTENER TYPE ASTIENfRS RE-.E�+ MOCKW 1 4' -I 4 T T-1 1 00. .1000 P51 WIN. CONCRETE 1 4 X 1 'MIN. ECHOED —WTI WNCRLIE MCHOR 8-1 4 1 0.0. END PER MN OCKCRETE 316 K 1-3 4 Mn.ENBEO MKR TITE LLVt MCNOR E j=lT INC WOOD W IM J- 1 F R (BOTTOM) ANCHOR STARTING AT NO MORE 2NAN NME OF THE OWANUM LN-CCMER DSFMCE HGHEST 0.WroR KSTALLEO AT UOT AS NIGH 0 THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JNIB ATTK ENT FADTENERS. W WNI4MUNCE BETWEEN CENTER Of ANCHOR, AND EDGE OF CONCRETE MOCK 2-1/2�. EKCEUDNG STUCCO THICKNESS. $14x5/8- SHEET METAL SCREWS 0 k O0 0 0 00 1/4•.3/4• SELF O TAPPING SCREWS. 14 GA. END HINGES 18 GA (MINI INTERMEDIATE HINGE MEW MEN, 'C- IDESIGN ENGINEER: SHIP LAP JOINTS I r 4•— 4_L J LIAEW N TAIL TAPER STRUT. 0. O.OST• MIN. G4LV. STEEL, 50 K51. MIN. 14 GA MN. GALV. ROLLER HINGE EACH C` -HINGE FASTENED TO END STILES W/(4) J14x5/8• SHEET METAL AND (2) 1/4•.3/4• SELF TAPPING SCREWS. SEE VIEW •B ONE 4• T-STRUT PER SECTION. (SEE VIEW D.) EACH T-STRUT ATTACHED AT EACH HINGE LOCATION WITH (2) 1/4-.3/4• SELF - TAPPING SCREWS. Q12 GA. MIN. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) 114x5/8' SHEET METAL SCREWS. ALUMINUM ErRUSION & VINYL WEATHERSTRIP. SECTION A -A (SIDE VIEW) �.0 .y:.0]t ao - i.O1s .OM S.M3 .0000 . 2.001 N'. - -1/r ... SIo4E CK"'. OMXRONC ME w NCxl FLORID] U I: 2' STEEL PAN DOORS SN DATE: 11/1 ■E VINMGAD RATING p` 5 DP30T EE TABLE FOR MODELS) E HTS I DING. T 3 OF 4 SIZE 4 I 3 .+E- L I 1 'CLASSIC' RAISED PANEL EMBOSS DOORS T WUAGE HG1SE' RAISED PANEL EMBOSS DOORS SFEEb REVISIONS IELS 24 GA 25 GA 25 GA 24 GA YADELS 25 GA 4, OF 4 REV, N0..20NE: GATE: ECM. N0. PPPVO: DESCRIPTIONIPeY R4A. 94 T3. 75 JA. 79 1 4R� CI OPAY 'GAT I FRY' GDSS. GRSS 1 1 03 - - 1- I SH I SEE REV610N HISTORY ON SHEET ONE D - - -- HOR20NTIL TRACK SUPPORT BY OWR P'STHLER (10 Su NOTE.. TRACK CONDGUmm. ABOVE THE ODOR COUx1ER8MN:DE SYSIEu MB CONFIGURATION BOOR OPENING DOES NOT AFFECT THE DOOR O00R5 UP TO 800 LEIS, tWNO LGD UtwG 6 iN6 0000. HflGHi V 13 GA GALV, STEEL FAD BRACKET AF ACMEO TO JAVD WIM (]) 3/I6" % 1-3/8" LAG 6CREY5 - T - 1" DOOR 0V (EACH WOE) AND TO TRACK PITH (2) 1/4" RIVETS '_ - 2.6 ETA WOOD J MD- SEE "JAMB PRFDAIUnOx xOIE'. 2' TRACK rONFIGURATION DOORS UP TO BOO LBS. - AS ROP. SPACING NTE 14. O.C. 8 4 _ _ 1 2-1/2" % I2 G W V. SEEL 63, 2• GALV. STEO.'TMCN. _ I o TO WOOO�JA.uBSCN sMTH%E5/6 %�5/6 v TRAG( TxKTmfSS D.OB]'. n- LAG SCREWS NOT TO EXCEED 14' �. 1 .- 0.N-CENIER NN1. OP (9) lAG E`xa - : 1 SCREWS REWRED PER IA 1• 2" GN.V. STEEL TMLK FASTENED TO t �• TN. 2-1/2" % 22 G OALV. - 12 G MY STEEL TPKK BRACKETS C z STEEL TRACK BRKKEJE. - IXOM EOHER (2) 1/4• DD, RVETS OR ATTAOMED 10 JN.1B HOM (1J 14 - " 1 (1) 1/4" X 51W BOLT h 1M PER c 24• 5/16" % 1-3/e" LAG SCREW PER W- _ Im 1RACK BUCKET. TRACK BRAC%Ef. 1 5- "1 • lo' 4• 71 ]• TRACK LONOGURATION �TRAU ESTOA�E DOPENNO NOT O0OR5 0(HD LRS AND OVER. WIND LOAD MI NG OF THIS DOOR. ENGINEER: JAMB CONFIGURATION RECLINED MR DOORS 800 LBS AND OVER. 8"MON. 1 DOCi cr E (Cu>i son GALV. TAPERED STEEL TRACK AND INGLE, TRACK 36 SAP WOOD JANN SEE •JAMB PPEPAMigN NOTE'. GKNGLEM. D.101S OGLE WCKN1/4'.E5- D.D_BD•. CPIZSUPPORT 1RXK DOOR .OGLE DINJOpN$ 3-1/4 i 2-)/8. SUPPORT BY ODOR tiIGLL/IgFIZOMAI 1PKK 14" MAtlYT SPACING w5TALLER CIO 418J.. _ _ _ 1C11DV. 1HD 1{! B0.T5 iRDN USF NWNDHG 3 1/4 . SEE LA BOLT MO.080 TAPERED ME FOR UCN TRKK SLOT TO TRACK NxCTON AN4E SEE UG BOLT NfA1NItND RELGK ACORIONAL NWMWG SLOTS SPACED AT'12" CENTRE. �12' ON CENTER 46' 3s• HE A" TRICK BOLT AND NUT AT F/LN WING sLOT LOCAMN. BOGR vEfR1ICAL 22- Hv CR TM LENGTH T-D- T 10 0 6 o to -o uz �1/2 4- 6 I6-O 190 0.101• RICK S GLV. STEEL TRACK IASIfxEp TO TMERED OGLE. TRACK ATTACKED TO TAPERED MOLE YAM ONE 1/4-.S/8' BOLT h NUT AT EACH MCINIIXG SLOT. IC STOP MOut0w0. BY BOOB INSTALLER (TO SUB). -16 W GLV. STEEL END STIE �18 G. GLv. STEEL DOUBLE END STIE 20 Gt WIN. GN.V. STEEL INTERN. STILE. M GA MK . STEEL INTER HINGE FASTENED TO CENTER SX E W/(4) EACH /Ia.,S/6" SHEET METAL. SCREWS. �7/16• LD. ROUND PUSH NMT FASTENER. 14 CA GLV. STEEL RO ER MNGES FASTENED TO END WILES W/(4) UCH 1144/W SMEEE METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END KNGE. C 2• De1 2-1/2' LONG STEM. 10 BALL STEEL ROLLER PATH STEEL OR NYLON INK. SEC1mN C-c Wt BMCI[ET (2-1/2• .5-3/4• AMBS BY OTHERS ATT ACHED WqH (2) 1/4_ . 3/4• SELF TAPPING SCROK NOTE THAT " BRACK ME AL50 USED WRH b 31-E END Sn1E" AS SHOWN IN ZONE 8-3 SHEET 1. (MANGLLOIN I¢DDE7M OPTION. (AVAIL FOR BOTH 2- AND 3• TRICK) HORZONT. - TRACK. T- STOP MOULDING BY DOOR INSTALLER (TO SUIT). r16 GA GUN. STEEL END EL B L14 G. MV. STEEL ROLLER HINGES FASTENED TO END STIES W/(4) EACH 114618' SHEET METAL SCREIIrs AND (2) 1/40 SELF WANG SCREWS PER END HINGE. 3. OK 0-1/2" LONG STEM BAIA BFMwG STEEL ROLLER, G :C AMSS By OTHERS 1D5: +36.0 P.S.F. & -42.0 P.S.F. LG1KHNl:LS en ONE . 1-5/8" TAG SPACED AT 110'. ,00 - 1_013 nE CES DISTMC O TIE TRKIZ G LTS D.E. 3-I/3", 34'. 00 . 3.005 46, ETC.). SC T 1 ". 2 .) SCREWS LOCIk7 AT i6. 28, @ .0000.. SPOT BOTTOM TINGLAG 40" FROM BONOM. i1vLAG SCREWS ALSO LOCATED ABOVE D . VEHTSAL/HONIZOMAL IRKV.SUI% NNCIgX. 5.1 .b< UM , DrvF/5016 NtE .wLM 3 ? 2 FLLaCUG13 M I: 2- STEEL PM DOORS SH DATE: tt/T. F: SH DATE: 11121 WIND LEA, D RATING A S DP36T EE TABLE FOR MODELS) =: NR DWG.' 14 OF a' SIZE L