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Home My WebLink AboutProduct Approval; Sectional Exterior Door Assemblies4/13/2021 Florida Building Code Online p t g j tp D e nn U ++ BCIS Home I Log In User Registration I Hot Topics Submit Surcharge Stats lk Facts ( Publications I Contact Us I BCIS Site Map Links Search I d Florida 01,1`411 Product Approval y USER: Public User y 7-1 as pr Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5684-R9 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513)770-6062 mwesterfjeld@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 n Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Scott Hamitlon Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2038 Validated By Gary Pfuehler S Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL5684 R9 COI Certification of Independence of Evaluation Entity- Gary Pfuehler.pdf FL5684 R9 COI Statement on Independence of Evaluation Entity= ScottHamilton.pdf Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 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://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgt45Hla2AP3[3NPwNxCgkgV97Rh3%2bjbgis%3d 1/5 4/13/2021 . Florida Building Code Online FL5684 R9 Equiv 20200812 - FBC - ASTM 1886-1996 equiv pjdf Sections from the Code Product Approval Method Method 1 Option D . Date Submitted 08/13/2020 Date Validated 08/14/2020 Date Pending FBC Approval 08/28/2020 Date Approved 10/13/2020 Summary of Products Go to Page 1 Page 1 / 2 FL # Model, Number or Name Description 5684.1 01 W8-09 DSIE-1F471: GD2SP, Gallery/Artistry/Expressions: Double -skin Insulated (exterior GR2SP, GD21-P, GR2LP, AR2SP, AR21-13, skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to ED2SP, ED21_P, 4302, 6202, SFC68, 9'0" wide) WINDCODEO W8 Garage Door 4305, HDGR, MFR68, 6205, SFR68 Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL5684 R9 II 104119-Rev05.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: +54 PSF/-60 PSF Evaluation Reports Other: Max. Wind Speed (V ult): 170 MPH. FL5684 R9 AE CBPC 111215-A.g_df Created by Independent Third Party: No 5684.2 02 W7-09 PAN-2F153: 73, 75, 84A, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 94, 98, 42, 42B, 48, 48B, 417, 4RST, WINDCODE@ W7 Garage Door 6RST Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL5684 R9 II 101702-Revl3.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: +42 PSF/-48 PSF Evaluation Reports Other: Max. Wind Speed (V ult): 170 MPH. Optional Impact FL5684 R9 AE CBPC 111215-A.pdf Resistant Glazing available. Created by Independent Third Party: No 5684.3 03 W7-16 PAN-2F153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double Car (9'2" to 16'2" wide) 94, 98, 42, 42B, 48, 48B, 4F, 4RST, WINDCODE@ W7 Garage Door 6RST Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5684 R9 II 101309-Revl6.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: +42 PSF/-48 PSF Evaluation Reports Other: Max. Wind Speed (V ult): 170 MPH. Optional Impact FL5684 R9 AE CBPC 111215-A.pd Resistant Glazing available. Created by Independent Third Party: No 5684.4 04 W7-18 PAN-2F143: 84A, 94, 98, 148, 48B, 4F, 4RST Steel Pan (min. 24 ga.) 16'4" to 18'2" wide WINDCODEO W7 Garage Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL5684 R9 II 102621-Rev08.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: +42 PSF/-46 PSF Evaluation Reports Other: Max. Wind Speed (V ult): 170 MPH. FL5684 R9 AE CBPC 111215-A.pdf Created by Independent Third Party: No 5684.5 05 W8-09 DSIE-1F171: 4400, 4401, Double -skin Insulated (exterior skin 27 ga. min.; Interior skin HDG, HDGL, HDGF, 4300, 4310, 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W8 4301, 66, 66G, 67, 67G, 68, 68G, Garage Door 6200, 6201, 6203, SP200, SF200, SE200 Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL5684 R9 II 101703-Revl3.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: +48 PSF/-60 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Optional Impact FL5684 R9 AE CBPC 111215-A.pdf Resistant Glazing available. Created by Independent Third Party: No https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt45Hla2AP313NPwNxCgkgV97Rh3%2bjbcjs%3d 2/5 December 15, 2011 (revised 8/4/20) Evaluation Report for Clopay Corporation Sectional Garage Doors, W7 through W9 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. Testing was conducted by American Test Lab North Carolina and Hurricane Engineering and Testing Inc. For the doors listed in the Tables below, 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 sectional garage door designs listed below in the Tables below 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). 101702-Revl3, max. door size TO"' x 16.'.0".,. +42/=48 PSF (design 1"o 101309-Revl6, max. door size 16'2" x 16'0",.+42/-48 PSF ,(,design to 101296-Revl5, max. door size 9'0" x 16'0",..+46/-50 PSF (design to 1040Z,1-Rev.0.8, Max. :door size 18'2!" z 16';0:"., +42/-46 PSF (design Toad), 103287-Rev05, max. door size 9'0" x 160 +54/-62 PSF (design load) 103547-Rev06, max. door size 9'0"' x 16'0", +48/-54 PSF (design load) 101300-Revl7, max. door size 16'2"' x 16'0", +46.6/-52 PSF (design load) 101706-Rev14, max. door size 9'0"' x 16'0",, +62/-72 PSF (design load) 101703.=Rev13, max. door size 9`':0" x 16''0", +48/=60 PSF (design load) 101488-Rev14, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) 103028-RevO9, max. door size 18'2" x 16'0", +46/-50 PSF (design load) TABLE 4:. Drawings for doors with. Manufacturing Product Code'(MPC) DSIEO-1M47t 103416,-Rev.03, max. door size 9''0" x 16'0", +54/-60 PSF (design load) 103560-Rev05, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) TABLE 5:�- Drawings for doors .with Manufacturin' .Product Code MPC C-DSIE-1F447: 101705-Rev:09, max. door size 12'2" x 18':0", +52/-58 PSF (design load) PAGE 1 of 5 FILE: CBPC 111215-A.3 EVALUATION REPORT FOR CLOPAY CORPORATION SECTIONAL GARAGE DOORS, W7 — W9 04�-Kevud max. aoor size It•z" x 1M"U", +50/-.56�PSF '(design 288-Rev04, max. door size 14'2" x 18'0", +50/-56 PSF (design IADLC z• urawings Tor.000rs witn manuracturing Product coae (MNc) PAN-21-443•. 1040.67-, Rgv0.3 , max. door size 16' 2" , x 16' 0" , +46. 6/-5:2 PSF (design load) 104121-Rev06, max. door size 9'0" x 16'0", +50/-58 PSF (design load) TABLE:B:_'Qrawin s for doors -with Manufacturing Product Code PG DSIE-1F471:. 104119.-ReV05, max. door size 9'0'° x 16'0, +54/-Z0 PSF :(design load) 10403'8-Rev03; max. door size 16'2" x 16�0", +46.6/-52 PSF (design load) 1U41?S5-Kevus t max.. noor size 9. U., x 3.6" 0 "., +4ti%=50 PSF' (desi,gn load)) 104280-Rev02, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) 104281-Rev02, max. door size 18'2" x 16'0", +46/-50 PSF (design load) 104277-Rev03, max. door size .9',0"• x-16'0" +54/-60PSF (design 'toad) 104278-RevO3, max. door size 16'2" x 16'0", +.46.6/-52 PSF (design load) TABLE 11: Drawings for doors -with -Manufacturing Product Code (MPC) C-DSIU-IF447: 104112-Rev03, max. door size 16'2" x 18'0",..+50/--56 PSF ;(design-1-oad) 104245-ReV03, max. door size 12"2" x 18."0"9 +52/=5'8 PSF( (desi =DSIU=1D447•, TABLE 12: brawin s:for doors with,Manufacturm Produc ,Code ;(design load) Test Reports:. ATL 0428.01-09 (6/30/09), 1112.01-96 (11/13/96), 0808.01-06 (10/12/06), 0305.01- 08 (5/28/08), 0924.02-02 (10/29/02), 0823.01-06 (12/18/06), 0827.01-04 (10/22/04), 1008.01-07 (11/5/07), 0606.01-05 (7/29/05), 0107.01-09 (2/2/09), 1018.01-04 (7/13/10), 0415.01-08 (5/15/08), 0331.01-08 (5/13/08), 1106.01-07 (11/29/07), 0128.01-08 (3/13/08), 0327.01-08 (5/13/08), 0610.01-08 (7/16/08), 1202.01-08 (12/17/08), 1210.01-08 (12/17/08), 0609.01-09 (7/28/09), 0512.01-09 (6/22/09), 0127,01-09 (2/4/09); HETI 95-494 & 95-496 (10/23/95), 94-252 & 94-254 (7/29/97), 02-1267 & 02-1268 (11/21/02), 03-1358 & 03-1359 (11/19/03). These reports documents compliance with the TAS testing standards and are signed by David Johnson (FL PE 61915), ATL or William Mehner (FL PE 7496), ATL or Hector Medina (FL PE 13008), HETI or Rafael Droz-Seda (FL PE 39228), HETI. 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: 73, 75, 6RST, 42, 42B, 84A, 94, 98, 4RST, 4F, 48, 48B, 1500, 190, 55, 55S. Not all models may be shown on a given drawing. PAGE 2 of 5 FILE: CBPC_111215-A.3 EVALUATION REPORT FOR CLOPAY CORPORATION SECTIONAL GARAGE DOORS, W7.- W9 Product Description for: doors. with'.MPC.PAN- 2F143: These doors consist of 2" thick'steel pan sections with min. 24 ga. (4.0239") 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, 93, 94, 98, 4RST, 417, 48, 48B. Not all models may be shown on a given drawing. Product -Description for:dodes:w'ith 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 (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, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, 68G, 6200, 6201, 6203, SP200, SF200, SE200. Not all models may be shown on a given drawing. Product. Description, for °doors: with, MPC. DSIEO-1 M479: These doors consist of a base 2" double- -skin section with an EPS core laminated to both skins. Decorative overlays are attached to the exterior skin, adding not more than 5/8" to the total thickness. Both inner and outer skins are min. 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: CGnn, CPnn, HPnn, CXnn, SXnn, AGnn. Note that'nn' represents the arrangement of the decorative overlays. Not all models may be shown on a given drawing. Prod uct..Descriptionfor doors ,with MPC:C-PAN-1E448 These doors consist_of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 CS-B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 524, 520, 224, C4ST, COST. Not all models may be shown on a given drawing. Product Desceip66ri'for doors with. MPC.PAN-2F443: These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 DDS 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: G4S, GS4, GD4S, GR4S, G4SV, GS4V, GD4SV, GR4SV, E4S, ED4S, E4SV, ED4SV, MR4S, SS4, AMS, MR4SV, SS4V, AR4SV. Not all models may be shown on a given drawing. Product Description `for doors with`MPC DSIE-1F471• _ 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 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 PAGE 3 OF 5 1FILE: CSPC_111215-A.3 EVALUATION REPORT FOR CLOPAY CORPORATION SECTIONAL GARAGE DOORS; W7 - W9 at least structurally equivalent to the tested door: GD2SP, GR2SP, GD21_13, GR21_13, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205, SFR68, SFC68. Not all models may be shown on a given drawing. Product Description for doors ;With MPC P-.AN-2F151•. These doors consist of 2" thick steel pan doors with min. 25 ga. (0.019") outer skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". The following models are at least structurally equivalent to the tested door: 76, 76V. ProdUct.DescriptioWfor doors With,M'PC 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 in either the top section or the next - to -the -top section. 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, 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a given drawing. Productlescripton-for-doors with MPC b.Sr 10-1K479 These doors, consist of a base 2" double -skin insulated section with polyurethane insulation foamed in place between both skins. Decorative overlays and optional cladding are attached to the exterior skin, adding not more than 1" to the total thickness. Both inner and outer skins are min. 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: CAN2nn-XX, GLN2nn-XX, MWL2nn-XX. Note that `nn' represents the arrangement of the decorative overlays and `XX' represents the type of cladding. Not all models may be shown on a given drawing. Product'Description for doors with MPC C-DSIE-1F447• These doors .consist of 2" double -skin insulated sections with an EPS core laminated to both min. 24 ga. (0.019") exterior and 27 ga. (0.016") interior skins. The steel skins are at least G40 CS-B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 3200, 3205, 3220, 240, 240G. Not all models may be shown on a given drawing. ,Product Description:,for doors with MPC'-C-13SIU-117447• These doors consist of a base 2" double -skin insulated section with polyurethane insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 3720, C7X20, 240U, 3722, COX22, 3724, C7X24. Not all models may be shown on a given drawing. Product Description -for doors.,with MP.0 C-DSIU-tD447• These doors consist of a base 1-3/4" (min.) double -skin insulated section with polyurethane insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: PAGE 4 OF 5 FILE: CBPC_111215-A.3 EVALUATION REPORT FOR CLOPAY CORPORATION SECTIONAL GARAGE DOORS, W7 - W9 3717, C7X17, 3718, C7X18, 3720, C7X20, 240U, 3722, COX22, 3724, C7X24. Not all models may be shown on a given drawing. 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 2606 and complies with FBC-B 2615 testing requirements. 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 NOA 13-0717.01 (Sabic) and NOA 12-0605.05 (Bayer) and manufacturer's product datasheets. Impact Resistant Glazing•(Moldedj. The optional impact resistant glazing is an injection -molded polycarbonate front frame and glazing (LEXAN SLX2432T) that is an approved C1 plastic in accordance with testing required by FBC-B 2606. FBC-B 2615 compliance based on review of the following tests: HETI-06-A002 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. Jambs, lintels, sills or otherstructural 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: ��►��i'i��q��i Mi '. . HA E .0 N o. 63' Scott'4,i. , P. E.: ' Florido. 6 286 Date: $ ( �� STATE 'OF C 2 2;. C? PAGE 5 OF 5 FILE: CBPC 1112154.3 'AY am IiOR +o- ?Tcm+ 0AP ROAIq. 73. 75 ONE mYIE S ® COON /w1Ef1pNE ueu p+ wIP�•a iv W ava». wl N.s>,m m v L 4F. 4RST 6RST I00-4lOp (mP d ODO /NO � 02 gYASRIa - IE 40. IRB 41, {7B AT4fSTaE {4pN0 CENTER} "' TABLE 2 fup gEG6$: YATRRa a'aPDioA. ON R-B .... rOB maw Wm en�aa iw a�v� +ems rs� : 18 OA. PAlxfm. END SIOESATfAC/RD TO ODOR SMN WOFI OPTIONAL IMPACT RESISTANT G(AZLNG SNORE PANEL uwiMx mq m�iml 6two m ..' A urn SLRN. Ox s0[ a0r AM PREENED 1CGi-IOC.SYSiF4 (roP, DOTTOM h CENffRN CM md.0i' a ltT-RE4STNR O1AIDV0 uTfNIDI ibP 6[CIgN _ rat O4a& iB Gl OLLV: OP. END SIRES. pM, SN AGL ATTACH@ ro TOP AND BOTTOM RAR .(SIIDAN) OR HUT-IG-OIE-TOP, YCIWN' ONT 5110PTQ.. YA t. GA4 D 5� a m-,/2 • 1 r. tAATA9 a p4E<Tpx'ya0m GE ip.Vl gp4T]T. ONE SNAPIAldl WNN PATENTED TOC-L=LOC. SKR]i. " fAL1i 90E OF0000. INTER. STILE. AN �yPgpm OR smGG5 a AOOORpNa^E WNg IgO/mc ]eqg, EtL.SECeIX18-p.iMAAVi4Y EfT.iaS. Z, .� VppNI fl VLLW D' DEIAJL V• vp199 VIEW 'C' HANDLE AD E snuE rs atfr� �m y�ii ^ttNgoryBr561E HANDLE p PPwmN!F S¢Q ��Y44 aj �ncm oPnnx etWaDqIDRs5 ao 6aGRDORI I2I Df tA5 201, maa Ha}E O)De ' Wnaa w+ . al _... !/e' 4n Txc!.cEvgm..DooA END 6aOt� 12YE0 UOOt /N6 Ol1ER; STBE. � a nma.an�°'�im�ws1p� .cn 4.ami. Aaat SQE B0.T LOR% OPf1pY$ E0�WOIIf: Uxtf FOR 510E A-^-••� A OPIIWm OUISDE MED I= POSBIOH �O<FXA1 ( UN TOP FWACNETS Ue@ AS . OPTIONAL t'FMs MAIL ODOR W'O/1N IB'-2' ave - YalOE EL_ TIIXIs pR BOTOM BRALWET. MODELS WITH 3• TWCK USE (1� LOCH BAR. J-PI ROLLER CAPfeETR PEA 9DE ENGAGES kR END l� ENIAGES TABLE 1 oNooDRN.'"m.`arc'L NUMBER TACK 0.N UAN)OFIFA RETM - ODOR HBCM OF TABLE 2 YOOEL YppF1 DESCRIPTION • . SECIIONSA SECTION WIDTH I ENTER. SEEM HIEA. IBNGES SI14P5 "�° `-� Bdr BB' IF' - WOOOORNN TE%TURE NNIEDSRIPS 24 GA PER SE'CIION @ Jp 6 T BA _. 6 - ," pep,p�yy LOCx oPnOu ' IJ(L- 1 Te- 42, 42B P WtV. SR !. - g - " iOA'EOIAY + - 43 1 2x6 JAMB TO PPORTIN . TR -TUR ATTA - HM NT ro BE USEDFORALTAOHLO)lT OF 1RALY( " ° .. Pro°RUF10n ergo AW N oi� 1 ME TOP C04T APPUEO+ro OOTH 3 [aIITH;14:•T.�� tA��41:.NW114Rii):ti:laoltl �I,�y.� 6F11ilC.FLO Own t�31 114::1Ob]\LA.)�� [t\Q(+��"•H'3.��$$7�1.!_[t� na•sr�+L>i..� S�1'.t.91Wfr1. 1:GAQ.+:f•N•'1: 1� 1) ALL )ID:'.tON IAYn111Q:oo01'a 1WKRRRFD m M 1WIX Affi 1xW FR091 Tiff TRNK N IHC1M VmICAL YMBS (ONCE ] ca BLTIFR YDLOW.PJIq: NO ION TAa11ME OfI,OR.a:9VlsWTAl1m ro lf1E liavtaama OaPy y.Y6.. . y !AIM 49i 1AS .EF SEES B YA[2NY'I RM" LOW'.pF N]6.LB d - RO W FYR RISW F"'INO AAVd ]) !AL JWB-FAaFHmS WY eE(BUT NOT REw2E0) W WOERSW4t IOPNQI.OE A IWlN YaaTY� 611RTKE. WOOD M B I DINGS at8 WOOD JAYS SNML BE ANCHORED TO SIAUCIURAL WOOD PRIME ELEMENTS. STRUCTURAL WOOD FRAME ELFlPMS TD BE OESIGNEO W BUILDING PROFESSIONAL OF RECORD. B O K WOE CONCRET S 9 WOpD ,WIB 9WL BE ANCHORED TO GROUT RDN FORCED III,= WALL OR CONCRETE COWMN. MUCK WALES AND CONCRETE COLUMNS TO BE DESIGNED BY TIMING PROFESSIONAL OF RECORD. AIAMRPREPARATON NOTE O1E NETHAL OF AS NOTED ro 11OL APPROVED STRUCTURE OF TIE DESIGN RE TREATED 21B WOOD JAMBS ACCORDANCE OAS NOTED ABOVE OR APES MR BY LOADS APPROPTBATE N! THI 1 PROFESSIONAL ANO IN JAMSS BNCE WEN CUPHENT DN FT E SUF FDq EG TAKERBIEL Ml TIDs ALL BE. PRFPARQION Oi JAMBS SI OTHERS. THE DESIGN tO THE SU RECORD F R THE BUILDING OR S UCTU BE THE RESPONSIBILITY OF CYEN:UR PROFESSIONAL OF ES Rp FOR 1NE BUDDED OR STRUCTURE AND IN ACOOFDWCE WIIN CURRENT BUILDING OOOFS FOq THE LOADS MSIED ON 1Na tlNWMG ALL MOUNTING OF TRACK, ANGLES, NOMWWAL TRACI( SUPPORTS. AND ALL OTHER DOOR HARDWARE TO BE PISEAUE) PER CLOPAY INSIA LARON PISTRUCRONS SUPPLIED WITH DOOR SYSTEM UNLESS OROWERE NOTED. 1' OOOR OVERLAP ()EACH mE) .�7 MOVIDNO BY ODOR DrsTAILER (ID sum JAMB I' 16 GaL DAILY STEEL am BIDE SEE 'I.WB PX TION / 16 " WLY. 5'IFD. DWQE END SIDE NOTE' ABOVE / 20"OLLK STEEL MIBR. STYE- - MRIHUDt13 ANGLE tASTENFA ill wp00� "� OPIKIWU. 12 CA EALV. SRA TTULT( WIG. WTM 6 1611-!//gg'' VC SCREW$ BRrLTOTS FASTEN@ To WOOD JAMB. NOT MAY F� 1{•D CONQRVOUS Q NTTH s/16•rI !/0' IRO SCRCAS III WT BE NOIT3IED OUT FOR JMN T le• L0. RDNO PUSH MIT NOT To EXCEED. I{'.LAD ro STRUCTURE ATTACONENT POINTS.. LACK WR RLSIFIMN T//w 10. RpA4) T' CAW. SIFL1 WRACK FASTpRFD'ro 1' MY. SIEi1 T FASTENED tTUSI NVT 519WN). PU91•NVT OR UN]( 12 G GALV. STEE(. TRACK BPACNEIs. ro 12 G0. GALY. SEFL TRACT( CUPS 1{ GA GLV. STEEL BOLTER IBA FAlIDIEii TRACK AITACRD TO EAa1 6RACKET' TRACK AIACOD ro EACH CIP F TO FRD SRI£S W I4.7N FKN ( Ste' 1/{'r6/8' BOV d NUT WITH ONE 1/{15/IF DOLT & NUT. 4ia3 '- BNEET YETAL SCiEIVS IG G pAW. sIEF �oaRhAl/1' D11. RIYEIs. EACH TRACK GlID ATTAgOD ED ]) 14 L TAPPIKC lCREYt6 PER END MNGE. ro INIFR. sNLS wild�(( CONTINUOUS ANGLE WITH 1. m LHAL SIFM SmL Tt01EFn WOX SWII OR NDOX laL 1{aS 6 SHEET YETAL SCREN5. (2) 1Ic W, RIVEF PER CLIP. ROLLER 6WL1 NOE SIG/ 11]3.AOm 1p5 USE WIM I/Ie' re1T aR IXNL NdE A SIFl1 svDanl faR UFE tTlll A 1/le' PIApCUr. SEES"OF S1EFL 510N. Bla OpON. YFEiS' IE NEOWiEREMS� IARLE w551(E IWACT AHD CYCLIC IESMRG AFFECT TiE MIND IDP➢ PAlll/C. MORIZOMAL TRAC( SUPPORT BV DDaR wSWEFR (m SIR)' r-12 couNnDsAIANm SYSTEM IJ G GALV. ORICtET •�Y IaVI l�NGNWUSM. 5TEFLm IAAYJR. TNKglESS` :peT2-,nS;Z.GA. GR1RACC BRACAEIS-O eETWEC-pRAFECEED t{: OC�w wro�T�b• HGN IBRAgO1SANDG OVOIQT)OR ((». YJ' ro 0'tY W?I. FIYe�( J)'slIV1J( WDiDOT9 Axe I ' PRODUCT APPROVAL ... e pETOiTi@, •. AWED IMPACT RESISTANT LITE OP ION; INCREASED MAX. HEIGHT. ADDED WIN 44B AND {BB. /+44I/9' S16ET METAL SCREWS O O O . 1 a13 P SEIF p +{ E.{ wNfiS SCAEML +e ITS �$ rA. GAI SRFL iOP BRA ATTACH@ WpJ(U{E)T�/B�sa�S/(g ET 4E41 SflEWS. mum ApAb'TAbE SUOE ATTACH@ TOP BIRNRT WRH. (]) 1/411/2• BOLTS AND O._ a PEq BPACIOTT. 2-1/2 80-fMV1NEL 14 GA GALV. ROLLER LANCE 16 GA GALV. 51EEL .^S M((� P' ro F'ET YETAL �(TAl1LI /4�SEIFPT/PPMC SCREWS I) 1 443/4�_ TIPPPER MG SMCBEW PER SALE LOCATION. I-i/{' W0E A to CA GILV. soup, m PFA DOOR SFxDRL (YSK44: (B) s111A1'S ON ]RN SECllal (6FE P150E Rf.�A11Q ). FILM sRNP AiTALNm WIM (J) +/�1]/4• ON, _-._ _ 89 WIN (2) D+eo/e' 6HEET METAL E.ALUNaUY EXINU510N d YRIL WEATHERSTRIP, SECTION A -A (SER, VIEW) I TOP BRKOW ATVCNED YATH (2) 413/4• SELF TAPPWO SCREWS .MLA TUP'BRK'NET 1RACK'tYfNFl@roiWON•-IfOORC' IP TIf 18b' 11�' T�RKY�( ItORIEOMN' � IRAIX OONRGUMIpn ADINE 111E DOOR OPFRNO ODES NOT AFFECT 7NE WDN IIlAD MTINC. DaimPm.rN ceDEn NAND T¢aDIRm Fax SOW NEan0.WM OPNDu ,� I�DODIa O•'ErR T NON II BLVD. 45040 T CO'. IM£Rm bTDi 1i4W1( AM AHGIE 1Pe0( aeCPRESS AGr. AwaE TxaFNEss JmD• DL IRIat PQ,, - . SIPEaxr ar pOOR i 1{' LLAkeAIY $PYITIAi SGWDR DO SVID JUNCMeL 1+f0"1 BOEf5 d NYa FOIE FA 1 TRACK RNM LEST 11a1N11HG slur ro TReac ,axelpH aPAr Imrrt ro' '��'^ I"'Dc`�leFl°"' �w•ONcD6ER - w• �L S4 $ AOT MOGROK CME.!/16' • td/8' I.N SCW.A SPACm Ar:SAYE m ', 10' OOTJVttl AT THE rNLM'BOLR'(tE3-1/]: ID'. W. 3 . w'. Fxa1. AObRa4LNG 1:OlEMS "GA"D AF,6•. ��. ]8 &.w^iRDY ®tRIY. ALSOIkp tAp SURWS lOTA1FD ABDFE VEROCJyIOx00NLV.rMIX.NNGRQN. Owmro ` SOOTT DESIGN LOADS: +42.0 P.S.F. & -48.0 P.S.F. FLORIN P.E. 1=86 TEST LOADS: +63.0 P.S.F. & -72.0 P.S.F. ROLL MPG+. PANM S'R. 1m4r v]aw arum KAX mml sIm u WYAb 101309