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Home My WebLink AboutProduct Approval; Sectional Exterior Door AssembliesFlorida Building Code Online Page 1 of 6 MEMO o . P vX SCM Home I Log N I User Regtstatlon I Hot Tapla submlt Surchargo slats®Facts I Publlunens I Comae' Us I BCIS SIm Me, I Links Search I SHOPSTAMPREVIEW btP/Pan Eden _ Pratluet Approvat k _ USER: Public User Review is forgeneral compliance with the Construction Documents. c ", ems. Res onsibiity for correctness ofdimensions, details, quantities and safety during fabrication Iles solely with the contractor. PrOy"Amreval Mem> Product or Aeolirotbn search> Aonllaolon Lkt> Application note X No Exceptions Taken Renewed By: Dawn Boggio-Korbelak ` FL# FL16546-R11 O Rejected: Application Type Code Version Code Version Revision 2017 11 /22/1 9 �QyA.1 Y Application Status Approved ' Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By IF Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterneld@clopay.com Scott Hamilton shamllWn@clopay.com `� f- �r®V0*4 F o Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report- Hardcopy Received Scott Hamilton PE-63286 Intertek Testing Services NA, Inc. - QA Entity 12/31/2020 Gary Pfuehler Q Validation Checklist - Hardcopy Received FL16546 RII COI Certification of Independence of Validation Entity - Gary Pfuehler2016-02-19.odP 46 R 1 COI Statement on Independence of Evaluationn" ScottHamilton 2016-02-19.Pcl Standard ea 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 Florida Licensed Professional Engineer or Architect https://floridabuilditig.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgU... 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 19 FL16546 RI I Eaulv 20170809 - FBC - DASMA 108 eauiv.od FL16546 Rl I Eauiv 20170809 - FBC - DASMA 11S enufv.pdf Method 1 Option D 12/18/2018 02/13/2019 02/13/2019 04/16/2019 ® 0 Pagel/40 FL # Model, Number ar Name Description 16546.1 01 WS-16-HY PAN-2F353/6: 73, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 1500, 75, 76, 190, 84A, 94, 42, WINDCODE® WS Garage Door 42B, 48, 48B, 55, 41, 4RST, 6RST, 4RSF, 6RSF, GDSS, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Installation Instructions Approved for use In HVHZ: No FL16546 RIl 11 101922-A-RevlS.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 Rll AE CBPC 131211-A.odf Impact -resistant glazing are Impact -resistant (large missile Created by Independent Third Party: No Impact). 16546.2 02 WS-16-KY PAN-21`153/6: 73, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 1500, 75, 76, 190, 84A, 94, 42, WINDCODE® WS Garage Door 42B, 48, 48B, 5S, 4F, 4RST, 6RST, 4RSF, 6RSF, GOES, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Installation Instructions Approved for use in HVHZ: No FLIG546 RS1 II 101922-8-RevlS.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/-32 PSF Evaluation Reports Other: The standard glazing available for this product meets FL16546 RIS AE CBPC 131211-A,Rdf 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- ED4S, AR4S Car (9'2" to 162" wide) WINDCODE® W8 Garage Door with Optional Impact -Resistant Lites Limits of Use Installation Instructions Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes FL16546 RII II 104791-RevOS.odf Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-52 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no FL16546 R31 AE CBPC 131211-A.pdf glazing) or doors with optional Impact -resistant glazing are Created by Independent Third Party: No in - sistant (large missile Impact). 16546.4 04 W6-16 PAN-2F153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (97" to 162" wide) 75, 190, 84A, 94, 42, 42B, 48, 488, WINDCODE® W6 Garage Door with Optional Impact- 55, 4RST, 611ST, 4RSF, 6RSF, GDSS, Resistant Lites GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL16546 RIS II 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 Party: 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 ad Created by Independent Third Party: No 16546.5 https://floridabuilding.org/pr/pr_app_dfl.aspx?param=wGEVXQwtDgvgqu2w`/`2bnFgU... 16/23/2019 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 6RST, 4RSF, 6RSF, GOSS, GD5SV, GRSS, GR5SV, ARSS, ARSSV, EDSS, ' ED5SV Limits of Use Installation Instructions Approved for use In HVHZ: No FL16546 all 11 104710-B-RevO3.ndf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 l 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 4,E C8PC �jyi l-A op[ 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-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: Yes E1.16546 R31 U 104710-A-Rev03 otlf 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 (no EI-16546 R11 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-2F356: 76, 2RST Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) WINDOODE® W6 Garage Door Limps of Use Installation Instructions Approved for use In HVHZ: No FLI6546 Fill 11 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 R31 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 windbarne debris regions. 16546.8 08 WS-16 PANSP-21`153/6: 73SP, Steel Pan (min. 25 ga.) Double -Car (97" to 16'0" wide) 15SP, GDSSSP, GD5SSPV, 76SP, WINDCODE@ W5 Garage Door 76VSP Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 RSI II 104818-A-ReV01-slaned otlf 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 RSI AE CBPC 131211-A odf Impact -resistant glazing are Impact -resistant (large mlesile Created by Independent Third Party: No Impact). 16546.9 S-I6 PANSP-2F353/6: 73SP, Steel Pan (min. 25 9a.) Double -Car (9'2" to 16'0"wide) , GDSSSP, GD5SSPV, 76SP, �76SWP WINDCODE® WS Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R11 11 104818-13-RevOI-slaned 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 R11 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-IA171: 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 FL36S46 RIS 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 R.II AE CBPC 131271-A odf glazing) are Impact -resistant (large missile Impact). I Created by Independent Third Party: No 16546.11 11 W6-09 DSIE-IA171: 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?paraln=wGEVXQwtDgvgqu2w%2bnFgU... 16/23/2019 am CI 1ST :a■ 4 J c I 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET' REVISIONS MODELS 24 GA I 25 GA 25.GA 29 GA MODELS 25 GA 1 OF •) REV. NO. I ZONE: I DATE: I ECN NO. APP]D, DESCRIPI CLOPAY 84A, 94 ]3, ]5. Zb. ]SL 98 CLOPAY 'GALLERY' GOSS, GR5S 03 6/24/13 SH ADDED LONC. PANEL OPTION. IDEAL 4RST '6RST 2RST 4F HOLIt 'ARTISTRY' AR5S BE 42, 42B IDEAL 'CARRIAGE HOUSE' ED5S ONE STANDARD INTERMEDIATE SIRE BETWEEN. FACH EM905S UOCATWN. ATTACHED W/ TOG-L-WC.(TOP & BTM) AND SHORT LONG FLUSH SHORT PANEL 'CLASSIC" URETHANE ADHESIVE (ALONG CENTER). ri 'CLASSIC- SHORT PANEL DESIGN. SHOWN. GALLERY SHORT PANEL ANO ryA LONG PANEL ALSO APPROVED. SEE TABLES BELOW FOR DETAILS. OPTIONAL GLAZING MAY BE STANDARD OR EXTRA STILES MAY BE STANDARD (SHORT PANEL) OR. ® ® ® ® ® IMPACT RESISTANT GMIA21NONLY SHORT GLAZING IS PROVEO. SEE SECTION B-B ON COUMERCUL (LONG PANEL). SEE TA9LE5 BELOtY. SHEET TWO FOR DETAILS. (GLAZING SHOWN IN 'GLAZING SHOWN IN TOP SECTION. i ®IIL��II�IIII®I�L�II ■��I�IYI ��If��ll�(� 1�I UI�� .II�1 I 1�1 I�1 x�1�1• rnr x'�^� ��Y "fr ii� I � � 0 1rt�1r�1 lr��. PEE) P—•I P=i 1'=I ��-� �� LJ DOOR HEIGHT D ff SECTIIXNS UP TO 7'0- 4 7'3' TO B'9' 5 - 9'D' TO I0'6' 6 1019' TO 123- ] 12'6' TO 14.0' B 14'3' TO 15'9' S- 16'0- 0 MAX SECTION HEIGHT: 2V 1 Ir' INTERMEDIATE SECTION) 11 VIEW -B- (SEE SHEET THREE). VIEW -C- (SEE SHEET THREE). 16 CA END STILES ATTACHED TO DOOR SICK WADI PATENTED TOG-L-LOc SY9TELI (TOP, BOTTOM & CENTER). ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG-L-LOC SYSTEM. INTO TRACK. LOCKING / INNER BOTTOM BRACKET. LHR TOP CCKUSED AS INSIDE FlNATONB '1) 3-IN ROLLER CARRIER (P/N 0120394) USED WITH 3- TRACK. LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 ME PER VEHICLE TAQQ�IF(S HELSC eAAIMD SLIDE BOLT LOCK END ENOAGEB INTO VER➢CAL TRACK. STILE, ONE LOCK ON EACH SIDE OF OUTSIDE DOOR. KEYED EI HANDLE, INSIDE SLIDE BOLT " INSIDE It LOCK OPTION. OUTSIDE KEYED LOCK WITH SNAP LATCH LOCK .OPTION. v. ass..' EMU `a L_ Ex M I.rIDvs DWer Lmc Par¢L GBW YIDiM :NSL v mmralt STILCS wE¢ stlnm ITLT VIDTM Q nD a m cmn Otlr. Si1LE MIEIX S1R[5 aR s[cn¢P IP[e unlmP MUE IA L Y WIERIt Tmx vtmx slut. r:cn rz' r0 rlD• ] ra ro uz• 1 z ..I TO 11'IP • ITV' lY 19'10' 2 ] 9'Y 1010'0' 3 129' 10 ITO' I 159' TO 16'Y J • uv T. I11o' 160' TO Ell b ¢ ME xmE SilttS E WV Isw0g0 Earu LN L@G ,N L01t5 ns' TO 1{'b' S 1. U. TO tll > EXTRA STILES FOR LONG -PANEL MODELS AOPIKK:LL IS (X LOWFR6LL WRFLL SAME MUMUI, As.0 UV x6E Nwf0.Nt UMiR "OE,AxE ARMR9 upFIXlrt BCA[Ev 'HE .. abmvlla a. STEMS muxElm•L I—FE s1AEz u¢ ATTLLSEO xIM TOGi-LOC OOP A SEAR.) 04 I.) J/16 Po IOKIS OR O) /b S u YELL S[RVS ➢ESIGN ENGINEER: SCOR HAMILTON, P.E. FLORIDA LCENSE No 63286 4 .3 TIES DOOR MEETS OR EXCEEDS THE DESIGN LWOS FOR THE ULTIWTE WSND SPEEDS LISTED BOWN ACCORDNG TO THE R9PoDA GIRDING CODE OR THE NIERNATIOV.L DIRLOING CODE (BASED ON ASCE]-- FOR l - FOLLPMNG CONOMOMS: 1) UNCLOSED BIAIDING. 2) DOOR HAS 2- OF MOTH IN BUOIXNG'S END ZONL 3) ]NY ROOF SLOPE AND 4) TESTING N ACCORDANCE WnTH ANSV➢45NA 108. SITE-SPECIRC GLLCUUDW'S BY A WUIiIED DESIGN PER ODUDI L UAY DIFFER ➢LTIMA]E v1N0 E55 to 170 Hdl 195 SPEED MPH) EIP)SURE B. C. D B, C. D B. C B. C ITCAIEMRT NEAT ROGF HEIGHT ED. 15' 25' VY DO, ■,C ENO STILE. OUTSIDE B HANDLE. LOCK BAR ENGAGES IN TRACK Ory EACH SIDE OF DOOR. OUTSIDE KEYED LOCK WITH LOCK BAR LOCKING, IL51 LVFV O: '{J9.V 1•A... slaw'al.,.:.. To,.• A - 2A31 N — J.V 1•J... _ Cin a ll p y R"FrAtAs CE.", 85B5 OCH 80YItturE ;�.„ .�7o-, 00 Far N.5LT-]T0-•85T •'�• •IMS .., •• YINDLRA➢ RATING' W 6 D P 3 6 T ,A 11 DESCRIPTION: 2- STEEL PAN ODORS 16'2`W (SEE TABLE FOR MODELS) .W - 3X15 .ODD - 1.005 Woo = i.Ipl DRAWN BY: SH DATE: tt/19/125CALE: MS DVND,D CHECKED BY: SH DATE: 11/20/1 SHEET 1 OF < SIZE .0 oegren.� ]I/2 na ate4pOt N. re OWE:. NO' 104710-A/9 VFR- IBC CLDPAY ISM M- al SEE PANEL EMBOSS DDDRS iA 25 GA 1 25 GA 24 GA 98 T 6RST 2RST 4F 8B 142. 42H SHDRT I LONG FLUSH ENGINEER- OLTON. P.E. CENSE N.. 63286 4 J USE' RAISED PANEL EMBOSS GELS 251 'GALLERT' GU5S, L 1 EET- REVISIONS Z OF 4 REV. NO. ZONE: DATE: EC N NO. 1 APPVp: DESCRIPT In- - - 41 SEE REVISION HISTORY ON SMFFT O SOUR DOORS (NO GAZING) OR DOORS V47H OPTIONAL IMPACT -RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8- ACRYLIC IDES AVAILA$E. OPTIONAL ACRYLIC GUZING IS IMPACT -RESISTANT. OPTIONAL IMIECTON-000EO POLVCARBONATE FROM FRAME AND R.ASKOLITE OPTK OR LUCRE CP APPROVED CC2 PLASTIC IN ACCORDANCE MTH IBC/F8C GLAZNG IS GE t£%PN SU2432T. AN APPROVED CC2 PU C IN ACCORDANCE WITH 2606. IBC/FBC 2606 AND AN APPROVED Cl PLASTC IN ACCORDANCE MTNI FDIC 261Z THE ENTIRE DOOR ASSEMBLY INSTALLED IN COLA I CE VATH THIS SECTION MEETS THE THE ENTIRE DOOR ASSEMBLY NSTALLED IN COMPLIANCE WITH THIS SECTION UEETS THE VYND LOAD REOUREVEMS OF THE FLORIDA BUILDNG CODE OR INTERNATIONAL BUILDING MNO LOAD REOUREUENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT GOES NOT MEET THE IMPACT RESISTANT REOUIREMENT FOR WNDBORNE DEBW, CODE AND IS LARGE- AND S -MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC). SECTION B—B (IMPACT —RESISTANT GLAZING OPTION- SECTION B—B (NON —IMPACT RESISTANT GLAZING OPTION D UIL O FROM FRAME U.V. COATING ON OUTSIDE SURFACE. FRONT NOTE THAT FROM FRAME R NARROfVER THAN IIAPACf-RESISTAM iBnME e WNOHAL DECO 2Yf WGM ONDFAC TAFE SNAP-W LVSERC SERT. (BETIMULTMRPOSE (HEIR@- fFAIIE AND fAGDE). L DECORATWE FROM FACADE. n n GUAZING� r MOLDED INSIDE Wee-1 WE RETAINER. PAN HFAD EEL SONONE AND (TEEL SDN AVD FRAMc7. ftlO (10 SC' E).scmy (10 SCNElvS PER LRE).WPK RESISTANT OXE-PECE NJECTNN PoLYSIYRFNE P... FRAME WRH NOLDED GE LOUR (10) /6 A 3/4' PAN HEAD MKLRE SCREMS S"2432T FROM TIME & QAZNG. IMPACT —RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY 'DETAILS DRAWING 104710-A DRAWING 104710-B `m"L DESIGN LOADS: +35.0 P.S.F. & -42.0 P. T : +54.0 P.SY. & -63 0 P S T r��n�nn r� co�nM IhYv 5IW4 01M�'a 611A TOLERANCES m..D:.os1'00;papa2.001Drorcnxl/S HUp`'smam MC MC UWDLDAo RAnrK A D DP36T EE TABLE FOR MODELS) E: MS an On sh 4 1Jlik 4 1 1 'CLASSIC RAISED PANEL EMBOSS DOORS 'CARRIAGE. HOUSE' RAISED PANEL EMBOSS DOORS SET' REVISIONS MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 3 OF 4 REV. N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION [LOPAx B4A� 94 73, 75 76, 75L 9A [LOPAY 'GALLERY' GDSS, GRSS OJ - - - SH 'SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST 6RST 2RST 4F HOLNES 'ARTISTRY' AR5S HOLMES 4A, 48B 42. 42B IDEAL 'CARRIAGE HOUSE' EMS SHORT LONG PLUSH SHORT PANEL --( 1- 2" THICK D NOR (TOP) JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (2) 12. GA GALV. STEEL TOP ROLLER (NO LOW FROM DOOR) BOIIS= 25 GA (0A19" MIN. THICK) BRACKETS (2kCHED z 5-3/8"). EACH 1. ALL 'HELORD THE DOOR, 16 TWNSRRR) TO 1RI AND Tx EH F= TIS 1FAbOTO DOS SKIN BRACKET ATTACHED IV/(4) ®14x5/8" SHEET S. M ;Z VERTNOL S'P (GRADE 92.OR BETTER)JAMS. JAMB6. NO LORD TROY THE DOOR IS Ol H G- GALVANIZING. TYRD IMER METAL SCREWS. ADJUSTABLE SLIDE ATTACHED A UAL (TOP) JAMS. 2. �T VERTICAL JANe. sEEs.A LLU[RIDN DESIGN'LOW OF +28a Leh -336 W. PER UNFAR 1pOi WRRED TO THE SEES ON P AND A WED -ON ON PRIMER AND A BAKED -ON POLYESTER PAINTED TO TOP BRACKET (2) 1/4'x1/2' BOLTS FOOT a JWe. J. JAMB FASIExER6 MY BE ARE NOT REOUIREO TO BE) CWMERBuxK i0 PPOMOE • TOP COAT APPLIED TO BOTH BRACKET. AND NUTS PER BRACKET. -TYPEFASTOt :(BUT FLUSH SURFACE SIDES OF STEEL SKIN. THE A 1/3 STRESSMOL'UnI 4. A INCREASE FOR w1ND LOW WAS N i USED M AN CKNW. OF N.LOwABIE NO, MRE65 LOADS FOR ANCHORS A.N fASIENERS FOR STEEL. CQN'CRETE AND MARONRY. 2.6 VEANM JAB 2 6 JAMB M SUPPORTING STR•CTURE f•^'_cNT �' OM -CENTER ON DISTANCE STEEL BUILDING hPE. FASTENER TYPE BEM'EFN FAS,ENERS 6 REOLIR REOUREO? OCN wAL 1 4• . t-1 a i AN N R- ]-I 1 OD. ]Opp.PSL L9N.. CONCRETE 1 4 . I 41N EN9E0 iAPCON CONCRETE ANCHOR J 8" % I-] 4 AILY EMBED WEJ-' ANKR PTE SL EVE u+CMOR - 4 N - % - 4' TAW AN%R A R 4' -IN L1p ] A _ M 1.1--IIIIIE SHIP LAP 14 GA. MIN. GALV. ROLLER HINGE EACH G` HINGE FASTENED TO END STILES W/(4) #14x5/8" SHEET METAL AND (2) 1/4"x3/4" SELF TAPPING SCREWS. SEE MEIN �I-4"— 4-1/� L ONE 4" SECTION. (SEE HEN VIEW "D" ACM T-STRUT ATTACHED AT EACH H T-STRUT A 4 STRUT. i6 HINGE LOCATION WITH (2) ,/4"x3/a• SELF MINCE 57- UN. G 0.057" UN. CALV. STEEL - TAPPING SCREYYS. 50 KSL MIN. • FAST (BOTION) ANCHOR STARTING AT NO MORE THIN HALF OF THE M cIuUM EN-CENIER DISTANCE HIGHEST ANDIOR WSTALLED AT :FAST A6 KISH AS THE DOOR OPENNG CLOPAx DOES NOT SUPPLY JANO ATM0AC14T FASTENERS. MINIMUM DISTANCE BETWEEN CENTER OF. AIKMOR'AND EDGE OF CONCRETE BLOGIC 2-1/27. E%UMINI AUCCO THICK M. `\\LLL FpFA f14x5/8m SHEET METAL SCREWS T HAM A ryy BT.)Lt= 00 O O (kD 1/4"x3/4"" SELF ( TA 'TAPPING SCREL'/5. STATE F J�FL/` 14. CA END HINGES .,A .A (MINT I MEDIATE HINGE MEN . NEW •C• ENGINEER: `12 GA MIN. BAL( STEEL BOTTOM BRACKET \\\\\\` ATTACHED Y/RH (2) $14x5/8'SHEET METAL SCREWS ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A -A (SIDE VIEW) vLr..0 =y1DJi° .Iwo � s.Oo4 ONOrees I/Xt/Z W6 .i! :C 4 3 2 1 'CLASSIC' RAISED PANEL EMBOSS DOORS. 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SI4:ET� REVISIONS MODELS 24 W 25 GA 25 GA 24 GR MODELS 25 W 4. 0F 4 REV. ND. ZONE: DATE EON NO. APPVD: DESCRIPTION CLOPAY B4A. 94 73. 75 J6, JSL • 98 CLOPAY 'GALLERY' G➢SS. GRSS 03 SH I SEE 'REDESIGN HISTORY ON SHEET ONE. IDEAL I 4RST 6RST 2RST 4F HOLMES 'ARTISTRY• EDEN RmMES 48, 481142, 42B IDEAL 'CARRIAGE HOUSE' OSS SHORT I LONG FLUSH SHORT PANEL Wmzoxru IRacK suPPDflr IT'. D NON x sTaLER (TO Su%.R CONFlGIIRATION :NOTE OPE'A G WES M T A M7 T THE DOOR COUN1EftBVJuVCE MTDJ JJM1M1 -OOOR LEAD RT T., OF I AFFECT THE DOOR DOORS UP TO 800 LBS. mAD LMO R,tiw9 OF lxR OW0. HEIGHT 13 W VLY. STEEL AAG BRACI¢fATACXEO TO 6_6• 1' WOOL OVEIt1AP (FACN SIDE) r STD? NOULDMG BY DOOR INSTALLER (To SLR). .KYB x'1M (3) 5/I6" x 1-5/8' IRO sUVRYS AND TO TPADL AUNT: Q) 1/4- RNETS. J - J - 2.6 SYP NOW JAV& SEE 16 C0. GALV. STEEL END SIRE J. 6 _ 'JAVB PROPARATION. NO1E:- 9z)}u 18 G0., GAUX STEEL -DOUBLE END 514E 2" TRACK CONFlGURATION i - DOORS UP TO NOR BS. - AS ROM SPACPIG MIE 14' O.G 8'-6- 4' 20 G4 laN, TELLY STEEL LYIFRN. ME - DOORS 18 CA WLK STEEL MfER 9 -6 1 - 2-1/Y x 12. GA GAIN. STEEL HME FASTENED TO CENTEN 8 63" 2' GN.V. STEEL TRACK. 10'_ - WOOD .Nu85 GRAM5%fi xI ES/8'EMM TO� ME w/(a) EACN 014a5/8" Tftao4TxrxnEss: D.oe3'. _ L jj._ - TAGS BS NOT i0 F x t- /8- METAL Sam. Sp' il• O.V-(tMDt MEL OF (9) IAG �'J/16 L0. ftWA9 1 -0 SCREWS REpURED.PER JAn93. PUSM NUT GALV, STEEL TRACK FASTENEO TO FASTENER.. W. 2-1/2 x t2 GA GALV. - 12 GA GAIN STEEL TPACN BRACKETS 14 GA GALV, STOOL ROLLER HINGES FASTENED TO END SMFS w/(4). FpCH /14a5/a (� C STEEL TRACK BRK%E15, -6' 1 NRx OTHER (2) 1/4' M IMES OR SHEET METAL SCREWS AND (2) 1/4" SELF PPMG ,S R S PER END HINGE. C ATTACMEO TO 1 B VAIN (I) 14'- ' t (1) 1/4- x 5/8" WLT-& Mur PER �ot2.5/I6- x 1-5/8- LAG SCREW PER t1 - Ific TRACK BRACItET. 2' OIA J-1/2' LONG'STEM. 10 DAr STEEL ROLLER wRH STEL OR NTON TOLE. TRACK BPACKET. 1 - 1J1J - ,A._.SECTKIN C-C UHR BRACKET (2-1/2' ..5-3/4- x 12GA) PREPARATION OF JAMBS BY OTHERS. AnOpRD.mTH (2) Ile . 3/4' SELF TAPRNC SCREWS NOTE THAT L1R.BRACKETS ARE ALSO USED wRH'DOUSLE ENO SVLE" AS SHOA'N IN 3 TRACK CDNFiGURATION h9IE: T. 0.WFlGURAW. ASM 1EE ZONE B-3 SHEET 1. DOOR OPEKNG ONES NOT AFFECT THE JAMB CDURGURATION DONM,, TRALK DOORS 600 LBS AND OVER, WIND I= MENG OF THIS:WOR. OE'DOORS NO LBS AND OVER. (5VAR- L{ pl��u AND 3- 1 K) OWES XANG-IEGN,REWRE0 FOR DOORS. MR B'XIGH. NOINZOMAL t DOOR MR AP (EACH ME) 1RACK B 3• GALV. TAPERED TRALK.AW ANGLE TRACK 2.6 SYF PIOW JNL9: SEE STOP Mp1LDT'G BY DOOR ISINLER (TO SUR). 'JAMB PREPARATION NOTE. 16 GA GAY. HEEL FIA ME. B T4CKNE55: 0.101 . ANGLE T9CNNE55: 0.080'. NORROMAL TRACK v,' GALV. STEEL WIARz ENO SPLE MN ANGLE WLENSWNS 3-1/4 a 2-J/B. SUPPORT BY DOOR 20 GA. UM MV.STEEL INTERN. ME vERRG1/xD.BZONLV. IINDL 14" NAtlYuu SPACING DfifAllTR (TO BEAR). _ _ IB GA M% STEEL INTER. JUNCTION. TAq 1/4' B0.T5 FROM LAST MOUNTING 3-1/4 . 2-J/8 N. a MON' TAPERED WNGETFSIDIEM, TO CENTER_ & NUTS FOR FACX 1RACK AOT TO TRACK JUNCTION ANGLE SEE LAG EMT MDIMIMG BELON_ STIE 9/(4) EACM (TITS/8 3/16' ND SHEET METAL SCREWS PUSH NET AWBRNAL MOUMNG SLOTS FASTENER. _ SPACED AT "IT CENTERS. '14 CA GLLV. STEEL ROLLER KNEES FASTENED M O:D $ 0.101' TACK 3" GAL, STEEL TIL FASIEMED _ SHOET METAL ,•J,(.T MAh1Y� Ai/ E �12' ON CENTER TAPERED ANGLE mIM ONE 1TO TAPERED MOLE. T TRAM ATTACHED & MDOD TO�(2) 1/a' SMIF TAPPING $COLEYS PER ELAND HI GE. % /AI/ S NUT AT EKN VLUNIING $LOT: 3- OW 8-1/2- LONG STEM BALL DEARNG STEEL, ROLLER, 6 86 SFCroH C-C NUFAClUi1NG PRDNJCT CODE * i N NE A- TRAL1( WLT .0 NUI AT EACH PRFPARATtl]N OF JAMBS BY'OTHERS_ SHORT PANEL: PAN-2F153 \ Fg{ YWNIING SLOT LOCATION. - DESIGN LOADS:.36.0 P.S.F. & -420 PS.F. LONG PANED PAN- Ft 56 '0 LL is 44c TEST LOADS + .0 P.S.F. & -6 .0 PS.F. PART NO.: N/A A A �} STATE OF \ WOOL VERRCAL u vas O e�ae _n 8585 W Bo naN v1 SLDAD RATING O -. zv. z2- HEIGHT LENcix TOLERANCES o.. u'Q 'dp LWavn Dx 4s01D IS4 ''%ib`'•�ORIOP,: _ PJ Ih Ni 513-T20-1BDD W6 DP36T C7 . B - .0 - ± 031 &0&9 L" Tu Nn s13-TA-IB53 NALE�� - +0' 90 I DISTNICES AS TE/iRAIX 8M5 p.E. YOI/2.TIO" t2". 34". _�,e +pOS DESCRIPTION: 2• STEEL PAN DOORS 16'2'YI (SEE TABLE FOR MODELS) FFJ LET Iz-lF -13 a6'. ETC.). ADDRiONN. TAG $COLEYS LOCATED AT 16'. za'. & mW �- iA01 DRAWN SY: EH DATE: TT/T9/T SCALE NTS DWG. DESIGN ENGINEER: 3-1/2° 15 -a -Ten 40" F Ou WTTOLL WVO LAG SCREWS ALSO LDGTED ABOVE De9eees = i t/Y CHECKED 8Y: SH DATE:. 11/20/1 SHEET 4 OF 4, 512E SCOTT HAMILTON, P.E. - YERIICN./HUN120M.LL TRACK J RCNOM. u Jm states Olnmlaa RORIOA LICENSE No. 63 8fi DGD9DN6sflE x IME6 DWG. NO.: 104710-A/B VER: IBC. 4 3 2 FLhORMA P ODMC T APPROVAL ISMS