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HomeMy WebLinkAboutProduct Approval (2) 5/18120Y7' 1 7't��'._ ' Y �7 �:•J�'-. r��+t` _ 8�+.sra�. s� , BCIS Home I Log In User Registration Hot Topics Submit Surcharge ct Stats&Fads { Publications FBC Staff I BCIS Site Map I Links E Search Florida r Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL15504-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived j I Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterfield@clopaycom Authorized Signature Scott Hamilton shamilton@clopay.corn Technical Representative Address/Phone/Email I 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 I i Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE-63286 j Quality Assurance Entity Intertek Testing Serulices NA, Inc. Quality Assurance Contract Expiration Date 12/31/2032 Validated By Gary Pfuehler al Validation Checklist- Hardcopy Received Certificate of Independence FLISS04 R4 COI Certification of Independence of Validation Entity- Gary Pfuehler.pdf FL15504 R4 COI Statement on Independence of Evaluation Entity- ScottHamilton 120424.pdf � I Referenced Standard and Year(of Standard) Standard I - Year I ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 I 2006 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://fforidabuilcing.orglpr/pr app dff.aspx?param=wGEVXQwtDgvKmQdIOUtQtp%2f23wOmepViES9zMIPLAHxT9Kfzgr4kTw%3d%3d 1/5 Ij I 5/18/201T Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D PP p I I Date Submitted 08/31/2015 Date Validated 08/31/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Summary of Products FL# Model,Number or Name Description 15504.1 001 W3-09 DSIE-1A171: 2050, Double-skin Insulated EPSI(exterior skin 27 ga. min.; interior 4050, 2051, 4051, 2053, 4053, 62, skin 29 gal min.) Single-Car(up to 9'0"wide) WINDCODE® 62G, 62LG, 6130, 65, 65G, 6131, W3 Garage Door 64, 64G, 6133, 135, SDP38, 136, SFL38, 134, SRP38 Limits of Use Installation Instruct!ons]I Approved for use in HVHZ: No FL15504 R4 II 101655-RIev13-signed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: +20 PSF/-21 PSF Evaluation Reports Other:The OPTIONAL glazing available for this product FL15504 R4 AE CBPC 120424-A.odf meets the wind load requirements of the building code but Created by Independent Third Party: No DOES NOT meet the impact resistant requirement for windborne debris regions.The product without glazing DOES comply with the impact resistant requirement for windborne I debris regions (ref 1609.1.2 FBC). 15504.2 002 W3-09 PAN-21`151: 84A, 94, 73, Steel Pan (min. 25 ga.) Single-Car(up to 9'0"wide) 75, 1500, 190, 76, 76V,4RST, 4F, WINDCODE@ W3 Garage Door 4RSF, 6RST, 6RSF, 2RST, 48, 48B, 42,42B, 55, 55S, GD55, GD5SV, GR5S, GR5SV,A115S,AR5SV, ED5S, ED5SV Limits of Use Installation Instructions Approved for use in HVHZ: No FL15504 R4 II 1046774600-sianed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: +20 PSF/-21 PSF Evaluation Reports Other.The OPTIONAL glazing available for this product FL15504 R4 AE CBPC 120424-A.odf meets the wind load requirements of the building code but Created by Independent Third Party: No DOES NOT meet the impact resistant requirement for windborne debris regions.The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.2 FBC). i 15504.3 003 W5-16 PAN-2F153/6: 84A, 94, Steel Pan i(min. 25 ga.) Double-Car(97'to 16'0"wide) 73, 75, 1500, 190, 76, 76V, 411ST, WINDCODE@ W5 Garage Door 4F, 4RSF, 6RST, 6RSF, 211ST, 48, I 48B,42,42B, 55, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, ARSSV, EDSS, EDSSV Limits of Use Installation Instructions Approved for use in HVHZ: No FL15504 IR4 II 104698-A-Rev00-sioned.ndf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent l Third Party: No Design Pressure: +28 PSF/-30.5 PSF Evaluation Reports Other:Solid doors (no glazing) or doors with optional FL15504 IR4 AE CBPC 120424-A.odf impact-resistant glazing are impact-resistant(large missile Created by Independent Third Party: No impact). 15504.4 004 W5-16 PAN-21`153: 84A, 94, 73, Steel Pan((min. 25 ga.) Double-Car (92"to 16'0"wide) 75, 1500, 190,4RST, 4RSF, 6RST, WINDCODE@ W5 Garage iDoor 6RSF, 48, 42, 55,48B,42B, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, ARSSV, ED5S, ED55V I Limits of Use Installation Instructions Approved for use in HVHZ: No FL15504 1IR4 II 104698-9-Rev00-sioned.odf I it https:/tfloridabuilcing.org/pr/pr app dfl.aspx?param=wGEVXQwtDgvKrnQdIOUtQtp%2f23wOmepViES9zMPLAHxT9KfzgrKgkTw%3d%3d 215 it i '511812017' Florida Building Code Online Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent T� ird Party: No Design Pressure: +28 PSF/-30.5 PSF Evaluation Reports Other:The standard glazing available for this product meets FL15504 144 AE CBPC 120424-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. 15504.5 005 W6-10 W-1G899: Custom Custom Wood Single-Car(up to 10'0"wide) WINDCODEO W6 Reserve Collection CRDnnn, CR800, Garage Door MR800, CH900 Limits of Use Installation Instructions! Approved for use in HVHZ: No FL15504 R4 II 104700-Rev00-sianed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: N/A Created by' Independent Third Party: No Design Pressure: +36.5 PSF/-40.5 PSF Evaluation Reports 1I Other:The OPTIONAL glazing available for this product FLISS04 R4 AE CBPC 120424-A.odf meets the wind load requirements of the building code but Created by' Independent Third Party: No DOES NOT meet the impact resistant requirement for windborne debris regions.The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.2 FBC). _k&_W^o^rav,`• ('y..t m Mf Inrj Sin91a r fIilp to OD" ..'.+..� p _ �._ C�aragP nnor i MR69&,_6k9DA Limits of Use Installation Instructionsl� Approved for use in HVHZ: No FL15504 li4 II 104699-Re 00-signed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: N/A Created by Independent T� ird Party: No Design Pressure: +45 PSF/-50 PSF Evaluation Reports Other:The OPTIONAL glazing available for this product FL15504 R4 AE CBPC 120424-A.odf meets the wind load requirements of the building code but Created by Independent Third Party: No DOES NOT meet the impact resistant requirement for windborne debris regions.The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.2 FBC). 15504.7 07 W4-09 DSIU-1A171: 9130, 9131, Double-skin Insulated PURII(exterior skin 27 ga. min.; interior 9133, HDP13, HDPF13, HDPL13, skin 27 ga.1 min.) Single-Car(up to 9'0"wide) WINDCODEO 7130, 7131, 7133, 8130, 8131, 8133 W4 Garage!Door Limits of Use Installation Instructions!! Approved for use in HVHZ: No FL15504 R4 II 104947-RevOl-sioned.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: +25 PSF/-28 PSF Evaluation Reports iI Other:The OPTIONAL glazing available for this product FL15504 R4 AE CBPC 120424-A.odf meets the wind load requirements of the building code but Created b'y Independent Third Party: No DOES NOT meet the impact resistant requirement for windborne debris regions.The product without glazing DOES comply with the impact resistant requirement for windborne i debris regions (ref 1609.1.2 FBC). 15504.8 08 W4-16 DSIU-1A171: 9130, 9131, Double-skin Insulated PUR�(exterior skin 27 ga. min.; interior 9133, HDP13, HDPF13, HDPL13, skin 27 ga.l min.) Double-Gar(92"to 16'0"wide) 7130, 7131, 7133, 8130, 8131, 8133 WINDCODEO W4 Garage Door Limits of Use Installation Instructionsil Approved for use in HVHZ: No FL15504 R4 II 104704-Re O1-sianed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: +24 PSF/-26.5 PSF Evaluation Reports II Other:The OPTIONAL glazing available for this product FL15504 144 AE CBPC 120424-A.odf meets the wind load requirements of the building code but Created by Independent Yhird Party: No DOES NOT meet the impact resistant requirement for windborne debris regions.The product without glazing DOES comply with the impact resistant requirement for windborne r debris regions (ref 1609.1.2 FBC), I 15504.9 09 W4-18 DSIU-1A171: 9130, 9131, Double-skin Insulated PURL(exterior skin 27 ga. min.; interior 9133, HDP13, HDPF13, HDPL13, skin 27 ga 1 min.) 16'2" to 18'0" wide WINDCODEO W4 7130, 7131, 7133, 8130, 8131, 8133 Garage Door Limits of Use Installation Instructions!! Approved for use in HVHZ: No FL15504 R4 II 104887-RevOl-signed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: +24 PSF/-26 PSF Evaluation Reports 1I Other:The OPTIONAL glazing available for this product FL15504 R4 AE CBPC 120424-A.odf meets the wind load requirements of the building code but Created by Independent Tihird Party: No DOES NOT meet the impact resistant requirement for hfps://floridabuilding.org/pr/pr app df.aspx?param=wGEVXQwtDgvKmQdIOUtQtp%2f23wOmepvitS9zmPLAHxTgKfzgrKg�l Tw°/aid°/a3d 315 i '5/18/2017' Florida Building Code Online windborne debris regions.The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.2 FBC). 15504.10 10 W5-09 DSIU-1A171: 9130, 9131, Double-skin Insulated IntelIlicore@ (exterior skin 27 ga. min.; 9133, HDP13, HDPF13, HDPL13, interior skin 27 ga. min.) Single-Car(up to 9'0"wide) 7130, 7131, 7133, 8130, B131, 6133 WINDCODE®WS Garage Door Limits of Use Installation Instructions Rev03 signed.odf Approved for use in HVHZ: No FL15504 R4 II 104866-B- Approved for use outside HVHZ:Yes Verified B, : Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +33 PSF/-37 PSF Evaluation Reports Other:The standard glazing available for this product meets FL15504 R4 AE CBPC 120424-A.odf the wind load requirements of the building code but DOES Created b'y Independent Third Party: No NOT meet the impact resistant requirement for windborne debris regions. 15504.11 11 W5-16 DSIU-1A171: 9130, 9131, Double-skin Insulated IntellicoreQ (exterior skin 27 ga. min.; 9133, HDP13, HDPF13, HDPL13, interior skin 27 ga. min.) Double-Car(92"to 16'0"wide) 7130, 7131, 7133, 8130, 8131, 8133 WINDCODE®W5 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15SO4 R4 II 104723-B-RevO4 signed.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 FL15504 R4 AE CBPC 120424-A.ndf 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. 12 aA 6-B9-DSIE-1F171: 4400, 4401, - n n FrTor sin ga.TnTff-,1rteriror 4300,4301, 4310, HDG, HDGL, 2. 0a. .. , to +�� "'•" HDGF, 66, 66G, 67, 67G, 68, SP200, - SF200, SE200, 6200, 6201, 6203 I Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15504 R4 II 101526-4-Rev19-signed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports 1I Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL15504 R4 AE CBPC 120424-A.Pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). i n 15504.13 13 W6-09 DSIE-1F171: 4400, 4401, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior 4300, 4301,4310, HDG, HDGL, skin 27 ga. min.) Single-Car(up to 9'0"wide)WINDCODE(D HDGF, 66, 66G, 67, 67G, 68, SP200, W6 Garage Door SF200, SE200, 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15504 IR4 II 1015264Rev19-signed.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: +38 PSF/-44 PSF Evaluation Reports II Other: Doors with standard glazing meet the wind load FL15504 �R4 AE CBPC 120424-A.odf requirements of the building code but DO NOT meet the Created liy Independent Third Party: No impact resistant requirement for windborne debris regions. \ 15504.14 14 W8-09 PAN-21`443: GD4S, GR4S, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single- �/ ED4S,AR4S Car(up to..9'0"wide) WIN IDCODE@ W8 Garage Door with Optional Impact-Resistant,Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15504 iR4 II 104121-Rev03-signed.odf Approved for use outside HVHZ:Yes Verified 6y: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +50 PSF/-58 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH.'Solid doors (no FL15504 iR4 AE CBPC 120424-A.}�df glazing) or doors with optional impact-resistant glazing are Created by Independent.Third Party: No impact-resistant(large missile impact). 15504.15 15 W5-09 DSIU-1A171: 9130, 9131, Double-skin Insulated Intellicorep (exterior skin 27 ga. min.; 9133, HDP13, HDPF13, HDPL13, interior skin 27 ga, min.),ISingle-Car(up to 9'0"wide) 7130, 7131, 7133, 8130, 8131, 8133 WINDCODE@ W5 Garage(Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15SO4 R4 II 104866-A-RevO3 signed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by IndependentiThird Party: No Design Pressure: +33 PSF/-37 PSF Evaluation Reports Other. Solid doors (no glazing) or doors with optional FL15504.R4 AE CBPC 120424-A.odf Created by Independent'Third Party: No https://floridabuilding.org/pr/pf_app d.aspx?param=wGEVXQwtDgvKmQdIOUtQtp%2f23wOmepViES9zMPLAHxT9Kfcgr4kTw%3d%3d 4/5 i I 14 April 24, 2012 (Revised 8/26/15) Evaluation Report-,for Clopay Building Products Company Sectional Gall age Doors 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 laboratories as required by the relevant Florida Administrative Rule, the engineering rational analysis, and the product drawings. The test t reports are listed belo 1 . Assembl�', testing sting was conducted ucted by Ahleric.an Test Lab North Carolina and CBI?t�ATC. Component testing was conducted by HETI and ETC. For the doors listed in Tables I through 6, Static-Pressure ITests were'con ucted in accordance with ASTM-E330.-2002 and/br_ANSI/DASMA 108-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering. rational analysis'bbsed on actual tests. I havel concluded hat the sectional garage door designs listed below In Tables I through 6 are in complia ce with these test requirements of the-Florida Building Code., TABLE 1: Drawings for oors-with ManufactUrind, ProducJ-Code (MPC) PAN-2 .L- 104677-ReVOO, max. door size 9`0" .x 16,'0", +.20/+21 PSF (d�sign load) TABLE 2: Drawings for-dQors with MPC DSIE-1A-171:, 101655-Revl3, max. door size 9'0" x 16'0". +20/1._ PS. (-sign load) TABLE :3* Drawincis for doors, with MPC W-IG899! 104699-Rev00, max. door size 9`07 x 12'0", +451/+50 PSF (dosign load) 104700-ReV00, 111a' X. door site 10'0" x. 12'0", +36.5/-40.5 PSF (design load) TABLE 4: Drawings for doors with MPC PAN-2F1 53 and,P)��2FIS�6, 104698-B-Rev00, max. door size 16'0" x IWO", +28/-30.5 PSF (design load) TABLE 5: Drawings for doors with MPCqDSIU-1A171: 104947;-'RevOl, max. -door size 9'0" x f6'0 ; +25/-28 PSF (design load) 104704-ReVOI, max. door size 16'0. x 16'0"-- +24/-26.5 PSF (design load) --104887ReVOI, max. door size 18'0" x 16'.0"!$ +24./-26 PSF (des-Tgn load) 104866-[3-,Rev03 max. door size 9'0" �x .16'0"- +31/1-37 PSF design load) of P K 10472 3-13-RevWi max. door size WO x 16'0", +3 LA/-32 PsF (design load) TABLE 6: DrawingsEor doors with MPQ DSIE-IFI-71:. " 16.Q ocr-- P.—sion 'Load) For the doors listed, in tables 7 and 8, StOtlic Pressure Tests were conducted In accordance with ASTM E330-2002 and/or ANSVIDASMA 198-2005. Missile Impact and Cyclic Pressure Tests were conducted in accordance c6rdance with ANSI%IDASM!O, 115=2005. The pressures listed on the drawings are either direct results of these tests or results obtained through-engineering,rational analysis based on Victual tests1I have concluded that the door designs listed below in Tables 7 and 'S are in, compliance with these test PACE 1,OF 5 FILE CBPC_120-124-A.4 -7 1 -------- ri 14 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SUCTIONAL GARAGE DOOR$ recId,iremerits ofthe Florida Building Code.and therefore are qualified 1.s Impact-resistant assemblies (large missile impact). TABLE 7: Drawings for doors_with_M_Pc PAN-2F153 and PAN-21=156: 104698-A-Rev00, max.. door size -16'0" x 16`0", +28/-30.5 PS (design load) TABLE S., Drawings for doors with MPC DSIU-IA171, 104866-A-.Rev03, max. door size- 9'0" x 16'0---, +33/-37 PSF design load) 10,47.2.3-A-Rev04, max. door size 16'0", x 16 0"; +32/-32 PSF " design load) For the doors listed In Tables 9 and 10, Static Pressure Telsts were conducted In accordance with`7AS 202-1994, ASTM-E330-20,02 and Ahlbl/DASMA 1`08-2005., Missile Impact and Cyclic.Pressure Tests were conducted In accordance with TAS 201-1994 and'TAS 203-1994 and ASTM E1886-200.5 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 rat.lonal analysis based on ac�lual tests. I have concluded that the door designs listed below in Tables 9 a�nld 10 are 6 compliance with these High Velocity Hurricane Zone test requirements.of the Florida 66ilding Code and the�refqre are qualified as impact-resistant-assemblies (1arcJe missile im:1pact). TABLE ; Drawings for doors with MPC D.5JE:J_�7 1015,26=A-Rev19, max. door size 9'0." x 1G.'0"; +3-8f­44 PSF ((lesign load) TABLE 10: Drawings for doors with MPC PAN-2 I F44L- 104121-.ReVO3.,,, max. door size 9'0" x 16'0"; +50/-$8 PSF ign load) Test,fteportq The followlng, test reports ares.based'on testing conducted by America' Jest Lab at their North-Carolina Faciflty: ATL-0517.01_10"(r6/25/10)/ 1206.01-12 (1/23/13), 0312.01-13 (511/13), 1217.01714,(1/28/15), 0106.01-15 (1/28/15). These report s document • compliance with the impact/cyclic and/or TAS testing standards and are signed and sealed by David Johnson, FL PE 61915, The following test reports are based on testing conducted by U0pay Building Products at their Mason testing facility (accredited' by L-A-B for ASTME330 an, ANSI DASMA 108testing): CBPc-ATc 12-00 1 2- (3/2/1,2.)/ 12-004 (8/0/112), 12-0051(3/21/12)1 12-006 (3/26/12)1 147003 (1/30/14), 14-002 (1/20/14), 114-005 (3/12/14), 14-004 004A (2/11/1.4), 14-009 (4/16/14). Product Description for doors with MPC PA_N_::2F1_5_1 These doors consist of 2"thick steel pan doors wit i. min. 25 ga. (0.019")-outer skins. The steel skin Is at least-G. 40- DDS p arV er ASTM A653.�The maxim,9rn section height is 21".,The:s0CtI0hSr may he .EPS foam inserted in the pa' cavity, 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, R 75, 1500, 190, 76, 76V, 4 1 RST, 4F, 4RSF, ORST, 6RSF,.2RST, 48, 48B, 42, 42131, 55�; 55S, GD5S" , GD5SV, GR5S, GR5S.V, AMS, AR,5SV, EDSS,. EDSSV.,Not all models may be shown an a given drawing. PAGE 2 OF 5 FILE: CBP C�i20424w&4 �j i i. } EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS Product Des r' to Ion fior doors with MPC DSIE-IA1Z1;: These doors consist of 1 3/8" double-skin insulated sections with an EPS core laminated to both skins. Outer skins are min. 27 ga. (0.016") G40 DOS per ASTM A653. The maximum section height is 21"; The following rmodels are 'a' least structurally equivalent to the tested door: 2050, 4050, 20:51, 4051, .1053, 4053, 62, 62G, 62LG, 6'130, 65, 65GI 6131, 6.4,.64G, 6133, 135,, SDP38, 136, SFL38, 134, SRP38. Not all'models may:b.e.shown on a given drawing. Product Description for doors-with MPC W-1G899: These doors consist of a base 243/16" wood laminated section!with decorative stile"overlays where the face and interior panels are laminated to EPS foam insulation 1n an internal hemlock frame. The maximum section height is 28". Th4a following. models are at feast structurally equivalent to the tested door: CRDnnn, CR800, MR800, CH900. Note#hat'nnn'.represents the design and material of the panel-and door. Not all models may be shown on a given drawing. p�ocIuct Description for doors with MLO PAN-3F153: These doors consist of 2" thick steel pan.doors wit: min. 25 ga. (0.019") outer skins. The. steel skin is at least G40 DOS per ASTM A653. I,The maximum section height Is 21". The sections-may have EPS foam insulation inserted in the pail cavity. These doors may have optional Impact-Resistant iSlazing (molded). Optional Impact-Resistant Glazing is a one-piece Injection-.molded front frame and gazing. The following`rnodels are at least structurally equivalent to the tested door: 84A, 94, 73, 75, 1500, 190, 4RST; 4F, 4RSF, :6RST, 6RSF, 48, 486, 421 426, 55, 55S, GOSS, GDSSV, GR5S, GR5SV, ARSE, ARSSV, EDSS,. ED5SV. Not all models may be shown on a given drawing. i Product Descripti-off i:Qr doors with MPC PA -25'6 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. iThe maximum section height • is 2I'. The sections may have EPS foam:insulation inserted in the pan cavity. These doors may have-optional Impact-Resistant Glazing (molded). Optional Impact-Resistant Glazing.is a one-piece injection-molded front frame and g1lazing. The >-ollowirig models are at least structurally equivalent:to the tested doors 76, 76V, 2RST, Not all models may od shown on'a_ given drawing. Product Description for doors with MPC D,55MIA171: These doors consist of 1=3/8" double-skin insulated sections with a PUR.core laminated to both,skins. Outer skins are min. 27 ga. (0.0"V) G40 D6s per ASTM A653. The maximum section height is 21". 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, 9130, 9.131, 033, HDP18) HDPF13, HDPL13, 7130,`7131, 7133, 8130, 8131, 8133.. Not all models ma�`,be shown on a given drawing. I 1 Product Description-for doors with MPC DSIE-1F171:. These doors consist of"2" double-skin insulated sections with aln EPS core laminated to both skins. Outer skins are min. 27 ga.. (0X 6") G40 D[ S per ASTM A653. The maximum section'height is 21". These doors may have optional Impact- PAGE 3 OF 5 FILE: COPC_12042.4-A.4 I r r G, f i3 F ! 15 B f. i� ty EVALUATION REPORT FOR cLOPAY BU[LDiNG PRODUCTS COMPANY SEMONALGARIIGE DOORS - Resistant Glazing (molded). Optional Impact-Resistant Glazing is a onII a-piece Injection- molded front Frame and glazing.. The following models area at least structurally equivalent to the tested door: 4300, 4301, 4310; HDG, HDGL, HDGF; 66, 66G, 67, 67G, 68, SP200, SF200, SE200,1 6200, 6201,. -6203. Not all models.may be shown on is .given drawing. Product Description for doors with MPC PAN-2F443: l These doors consist of 2"tiiifck steel pan doors with min. 24 g . (0:022") outer skins. The steel skin is at least G40 per ASTM A653. The d aximum section helght is 24 The sections may have EPS foam insulation inserted into the pay cavity.These doors may have optional Impact-Resistant Glazing.(Alumlrum). Gptic,nal Impact- Resistant-Glazing is an aluminum front frame and a separate polycar�onate glazing. The following models are at least structurally equivalent to the tested door: .G4S, GS4,. GD4S, GR4S, G4SV, GS4V, GD4SV, GR4SV, E4S, ED4S, 1 �4SV, ED4SV, MR4S,`SS4, AMS, MR4SV, SS4V, AR4SV. Not all models may be shown on a give'h drawing. I In2Wct Resistant Glazing (Molded The optional impact resistant glazing:is an injection'-molded p ,lycarbonate front frame and glazing (GE LEXAN SLX2432T). that is an app'rotred C1 plasttic in accordance with testing required by FBC-B 2612. Approval based on review of the following tests: HETI-06-AO02 ASTM G1S5; HETI=06-T566 ASTM D638 (before); HET]-O&T634 ASTM D63.8 (after),.ETC-06-1024- 7496.0 ASTM 1528431 ASTM 635, ASTM D1929. Impac ResiGt r► Glaring (Aluminun h The optional Impact resistant glazing is an aluminum front frame and a separate polycarbonate glazing that is an approved C1. plastic In accordance wi h testing required by FBC=B 2612. Approved polycarbonate maie'riais are Sabic�IP Lexan 9034: (versions also approved: MR10, 9030, 90318, 90316., 90317, 90311, j90314, 90355) and Bayer Makr-oion GP (versions also approved: SL, AR, 15), Approval based on = review of NOA 13-0717.01 (Sabic IP, exp. 7/17/18) and NOA 12-0605.0:5 (Bayer,exp, 8/27/17). l Limitations: The drawings) cited above are an explicit'part Of t, is evaluation report. The text this report does not attempt to address all design details and relies on the Illustrations and text of these drawings as;well. .Iambs, 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 drat ing(s) referenced above. i I I I i PAGE 4 OF 5 HLE: C13PC-120424=k4 EVALUATION REPORT MR CLOPAY BUILDING PRODUCTS-COMPANY SECTIONAL.GARAbE DOORS Mn tallation requirements per the relev nt Florida A=dministratil a Rule, In attachments, are detalled on the drawings) listed above. Installatlon!must be In accordance withl manufacturer's installation. Instructions and must Was shown on the drawing(s) listed above. The manufacturer's licensed design professional listed on the draw.ing.(s) has reviewed the..attachment details and insta,lation requt'I ements. Signature: P it O • j0• ••• � S. 64am`1l on No 632fi6 i .. Florida P. E. No, 63286 t Date.. .912G/1— PO:.. STATE OF AILI I d I I I I I ' II PAGC 5:6r•5 tLE: CBPC-1-20424-A.4 I _ � i MODELS SHORT SHEET: REV N-ONS CLOPAY GD4.S. GR4S OPTIONAL IMPACT RESISTANT GLAZING- 12AXIIAUM GLAZING SIZE I OF 4 IREV. NO.1 ZONE:I APPVD: DESCRIPTION GALLERY (DLO) IS I HOLMES 16-1/2"xl3'. SEE SECTION 8-6 ON SHEET 2 FOR DETAILS. 03 1 3/7/14 -SH CORRECTED TES! LOAD. ARTISTRY AR4S GLAZING I.I.AY BE 6NS7ALLEU IN TOP SECTION (SHOWN) OR INTERMEDIATE .,DEAL SECTION (NOT SHOWN). --—------ EXPPESSWNS ED4S INTERMEDIATE STILE ARE ATTACHED 'NTH TOG-L-LOC (TOP & BOTTOM) AND \6RETH&l;E ADHESIVE (ALONG CENTER). (1) BETWEEN EACH -_v BOSS. A X zz:7=: VIEW 'C" ------- - I - :7::: " I i 11----------" :::zzz:z 10 ;zz I -- ------------ - --------- .r �o 0 ------------ ------ 11 Z 0 ----- -- lz ow =:::zz_ 7 Z:: ------- --------i TWO POINT LOCKING INTO 'TRACK. 0 SLIDE BOLT LOCK NGAGES INTO t-7-777--::f"j LF TIDAL TRACK. END VER E STI -77777 Jw— ONE LOCK 0:4 EACH OS 0�7 ontorLA,- OUTSIDE KEYEDS A DOOR. LOCK POSiTIO,'Q MAX. DOOR 'N;DTH = 9'-0" — E T NO MAX. DOOR %,IjD H = 9'-0- - STILE. DOOR HEIG TT I 0,F. LOCK OPTION. lw r - UP TO 6'0' 1 614.5/8- SHEET 3 ONTO VERTICAL TRACK. 4 ONE SNAP LATCH ON C7TSIDE I METAL SCREWS pp EAC H SIDE OF 06OR HANDLE. LOCK.SAR 10-3- TO 12.0- 6 ENGAGES IN /0 12'3' TO 14'0' 7 TRACK 014 1/4-z3/4- SELF 14.37 0--:6,0-f--2 LACH-SIDE _--ooO 0 MAX SECTION HEIGHT- 24' OUTSIDE. rT— OF DOOR. KEYED t, END `OUTSIDE KEYED LOCK VATH HANDLE. STILE. jig LOCK BAR LOCKING. 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE INSIDE HANDLE VIEa "a VIEW "C .....ly 4 al5' y�%LOCK WTH %%GoE LATCH OPTION., V THIS DOOR LEE7S OR-EXCEEDS.THE OESMGN,LOADS,FOR THE, 'S -LOw -FL PEEDS-rSTED- -A(-cORa;NG-TO--rRz -ONC." SU;LDUJr CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON MANUFACTURING PRGEIJ CT CODE ASCE7-10)FOR THE FOLLOWING CONDITIONS, 1)ENCLOSED PAN-27443 BUILDING, 2) DOOR HAS 2- OF WIDTH IN BUILDING'S END ZONE. 3) DESIGN LOADS: +50.0 P.S.F. & -58.0 P.S.F. ir Z ANy ROOF SLOPE.AND 4)TESTING IN ACCORDANCE WITH TEST LOADS, +75.0 P.S.F. &, -87.0 P.S.F. PART NO.: X/A ANS/DASVA, 108. SITE-SPECTic CALCULATIONS BY A OLIALIFtED STATE 0 r- I � U�-.Ste-0, - B!Z5 Du Le E-l-,d VWDLOAD RA7,-,, A R. TOLERAN PROTESSPONAL VAY D(FTE CE Celopgy M-- 175 180 �0. ±.,031 ed�',q P,cd.fs O-P,y Fo,Ka. W8 DP50 19D 200 Eclo 00 ±.015 DESCRIPTION: GALLERY 2' PAN SUNCLE CAR +50/-53 PSF EXPOSURE a Cos CATEIMRY C, D C B. c B D, DESIGN ENGINEER: 0000 :t.001 ,A%.'Ii BY, 8FA 'T-: 7/8/08 1 SCALE: NTS DING D gi-, tlCHECKED BY: -- FIT,'E SHEET 1 OF .4 jSIZE B SCOTT HAMILTON, P.E. P.,E&N RGo 51 25, 15" 30. , oh- j DW DIMENSIONS I.qe IN G, No.: 104127 lv-�R: In i'tOrfDA L[CFNSE No, 632B6 It It F HEIGHT' 4 2 FLOIRMAX PRODUCT APPROV71AL 13504 +1 j. 3 2 1 MODELS SHORT SHEET° REVISIONS CLOPAY F GALLERY GTU4S; GR4$ -2 ©' 4 REV. NO ZONE DATE: ECM NO. APPVD: DESCRIPTION 6OLSES 03 - - - - SEE REVISION HISTORY ON SHEET ONE. ARTISTRY AR4S MEAL ZD4S .. - ExPMEAL s IMPACT—RESISTANT CONSTRUCTION: D SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE IMPACT-RESISTANT. OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM FRONT FRAME AND SASIC IP LEXAN 9034 (VERSIONS ALSO APPROVEM MRlC. 9030. 90318. 90316. 80317. -90311, 90314, 90355) OR SAYER MM<ROL ON CP (VERSIONS ALSO APPROVED: SL,AR, 15). APPROVE-0,CCI PLASTICS IN ACCORDAIJCE WITH IBC/FBC 2605 AND APPROVED Cl PLASTICS IN ACCORDANCE WITH FBC 2612, ( THE ENTIRE DOOR ASSEN9LY INSTALLED INCOMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE-FLORIDA BUILDING CODE AND INTE NATIO.NF:L BUFLDIhG CODE AND IS LARGE- AND SMALL-VISSILE IMPACT RESISTANT, SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) EXTERIOR OF DOOR, STEEL PAN DOOR SECTION. INTERIOR fi OF DOOR. C STRUCTURAL f9 ADHESIVE. N DECCRATIvE FACADE. d� (12)18-18 x 1/2' SELF-TAPPING /+ SCREWS. 6 �3 g / \ EXTRUDED PLASTIC RETAINER. (8)..F8-18 x 1/2" TEK.SCRE'.15:"/ ._ i/. THICK FOLrCAtGLOZ T pQ•(T HA7N/Z� G, ��y.•,-��G ENS 'L y. - ---— -- -� ----- -- ---— 3 KANUFACTURZNG PRODUCT CODE PAN-2F443 DESIGN LOADS: -*50.0 F..S,F, & -58.0 P.S.F:. F." :.+..n�.. ART NO.: N/A P STAT O any TESL LOAOSs +75.D P.S.F. & -87.0 P.S.F.PSF ~ •• U.a_a stotee Olb—se $555 Duke Beukvtud VINDLOAD RAPING �T' Pr Z�� TOLERANCES— !ESCRIPTIOr,f: Qj'opay Ilo�A 0H a50:0 USA n p i,. '•..O R I O• \�� Tcl ha 513-710-4800 8 7 1 5 .G- m.031 Pmdsds co,*ar� a 4W.513-)76-gg53 I _\ �� .000 � :,005 GALLERY 2' PAN SINGLE CAR +50/-58 PSF DESIGN ENuINEER .0000 = 3,001 ORXNN 6Y: BFA DATE:'?/$/Od SCALE: NTS pAyG' SC0T7 I-1A:!ILTON, P.E. Degrees 31/2' CHECKED BY: -- DATE: -- SHEET 2 OF a SIZE S.J FLORIDA LICENSE N . 63285 OW e+S0%Ss E%,NC CS. De G. NO.: 104121 VER: 16C G L►�ORMA p ODMO� pI�G OVAL a Pi •11 sI �. 4 j 2 MODELS SHORT SHEET REVISIONS C LO PRY AY GD4S, GR4S 3 OF 4 RFV N0. ZONE: DATE_ ECM NO. AP.P/D: DESCRIPTION HOL"%£S AR?S 03 - - - SEE REVISION HISTORY ON SHEET ONE. ARTISTRY 'lIlEAL EDAS EXP:R'-SS1 NS 2' THICK 3"'TALL.50 KSI U-BAR 20 GA. GALV..STEEL. D r HORIZONTAL(TOP)JAV6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT 3 1 (NO LOADYROM DOOR) NOTES_ / 1. ALL,THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERDCAL.SYP(GRACE 92.OR,BETTER)JAMBS.NO LOAD FROM THE BOOR.IS e TRANSFERREO TO THE HORIZONTAL(TOP)JAMB. 2, EACH VERTICAL JAMB SEES A MA%VNM DESIGN LOAD 6; +225 LB.&-.26t LB.:PER LWFAR FOOT OF JAMB. (Z) 12 GA,GA?V. STEEL TOP ROLLER 3. ALL JAMS FASTENERS b!AY 3E(BUT ARE NOT REOUIFEO 70 BE) COUIRER_UKK TO PROVIDE A J BRACKETS (2-1/2" x 5-3/8`)..EACH FASTENER FLUSH MOUNTING SURFACE 1 BRACKET ATTACHED Yl/(4)'f14x5/8" SHEET TYPE 4.A 1/3 STRESS INCREASE FOR VlLNO LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE METAL SORE';;5. ! LOADS.FOR ANCHORS AND FASTENERS FOR STEEL.CONCRETE AND.MASONRY, MAX.o.c. PREPARATION OF JAMIBS BY OTHERS 24 CA: MIN.STEEL G Lv.'SKIN NOTE`THE DESIC14 OF THE SUPPORTING.STRt9CTVRAL ELEMENTS SHALL 19TH A BAKED ON PRIMER, 14 GA. GALV: ROLLER HINGE. EACH "HINGE iv BE THE RESPONSIBILITY.OF THE PROFESSIONAL 13F'RECORD FOR TH£ AND A'BAKED-Oh! POLYESTER C' I 70.P COAT APPLIED TO BOTH FASTENED TO END STILES WITH (4). BUILOUX OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING C CODES.FOR THE LOADS LISTED ON THIS DRAVINNG. SIDES OF STEEL SKIN. L714x5/8".SHEET F.tETAL AND (4) T/4"x3/4" - r 2.fi VERTCAL J0.J6 SELF TAPPING SCREWS. SEE VIEW "B-, SHIP LAP JGI;gTS. all • —Y TALL x 20 GA: GALV, STEEL LI-BAR, EACH 2x6'JAMS TO SUPPORTING STRQCTLIRE ATTACHMENT 1 SECTION HliS (2) U-BARS AND EVERY OTHER (NOT TO BE USED FOR ATTACWAENT OF TRACK'ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING SRUCTURE) !� '24" SECTION (STARTING WITH LOWEST 24" Aw!4uM J_ SECi10`4) HAS (3) U-BARS EACH U-BAR ON-CENTER ATTACHED WITH 1/4" SELF TAPPING SCREWS, (2) DISTANCE STEEL SCREWS AT EACH END AND INTERMEDIATE STILE BETWEEN rLWASHERS BUILDING TYPE FASTENER TYPE FASTENERS PEOUIREDr LOCATION. HD' JJ IJU OCK YWI 7 x 1-1 4 'N'. !.IBF U TPA J ON RFT'ANCH R' -1 4' 1 O.D. I f GROUT-F0.LE0 CTJU BLOCK 1 4 x '-3 4 !.A. E1dSE0.ULTRACOTJ CONCRETE ANCHOR 12 1 O.D. P` 2000 PS MIN:CONCRETE 1 4 x 1"LUN EMBED U TRACOu CONCRETE ANCHOR 1C-1 2' 1-O.D.. pp 2000 PS MIN CONCRETE T 4 x I M1t ER!6E6 7APCON 04NCR T ANCHOR 8 3/4. 7'O.D. -U SI 1.1 R 3 8 % I-3 4 II1N.'EMBEp V'EJ-IT.ANKR TITS C EVEANC'HOR / NrLQDFO 4000 PSI MV, C014CRFTE1 A1N !.f -IT nNKR T e V AN li R 4 ! -. INC LU ' �4,I_AL BOD W GRAM YP 055 SG 1/ . S -1 r 1-TR - r -— -.— FIRST(BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE. HIGHEST ANCHOR INSTALLED ��ALUMINVV, 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED AT LEAST'AS HIGH AS THE DOOR:OPENING. WITH (2) Jk4z5/8"-SHEET METAL SCREWS. CLOPAY DOES-NOT SUPPLY JAMS ATTACHMENT FASTENERS.LIUlMULt DISTANCE BEAUEEN CENTER OF.ANCHOR AND EDGE OF CONCRETE:BLOCK: 2-1/2 K: EXCLUDING STUCCO 7HKNESS. EXTRUSION & VINYL WEATHERSTP,(P:.- `,��� �T HAlyj14�i,�� SECT*N A-A (SIDE VIEW.. M4,S3F0 �* !fANUFACTURING PRODUCT CODE DESIGN LOADS: +50.0 P.S.F. &. -58.0 P:S.F. PART NO.: tJ/A 9. �' �� �•�� TEST LOADS: +75.0 P.S.F. & -87.0 P.S.F.. ^, Unless 5!alee Olne�w,ae 8585 oll, B°�Iwa!d VINDLOAD RATING Y1 STAT F F� (� D TOLERANCES orc =[j f Qpay uasj OH 45040 Ds �/ 7l f lJ fd.h0.513-770 5800 SJ S ...(, �(?,�� O= 't,031 °°C q.Pla7usls Cmpalj Fa.Tla 513-770-4553 '`7j,7O 111 s E,%p .000 k.DG5 DESCRIPTION: GALLERY 2" PAN SINGLE CAR +50/-58 PSF DESIGN ENGINEER: DODO = =.00I DRAWN BY: BFA DATE: 7/8/08. SCALE,HTS DY.'C.R Deprces :1%2' CHECKED BY: -- DATE! r- SHEET 3 OF 4 SIZE L SC OTT I WLILETON, P.E. u-.Ieas ONS D1=fe..Ise r LORIQA lIC,u5 Na.'63285 DutEsSK)n�5 ARE w INCF@5.OV/C. NO.: :04121 VER: 13C 3 2 FLOMWA p D ODD UOT QpPROVQL 136 004 ` fI fI MODELS SHORT SKEET. REVISIONS ,rLGALDLPAY ERY GD4S..L•R45 4 OF 4 REV. N0. ZONE: DATE: ECN NO, APPVD: DESCRIPTION H%4iljs 03 - - - - SEE'REVIS*N HISTORY ON SHEET ONE. A_RTIS y AR4S DUAL ED4S EXPR•.SS DNS D D z X✓2" TRACK CONFIGURATION, DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION. y:O - �-�FiGR20NTAL TRACK .r" 13 CA GALV.STEEL FLAG BRACKET ATTACHED.TO DOOR SUPPORT BY DOOR JA118.WITH(3),5/16-x 1-5/5"L-G SCREWS HEIGHT "L- INSTALLER(TO SUIT)- AND TO TRACK WITH (2) 1/4'RIVETS, 5'- - 7 " 7'- 7 " rOPTIONAL STOP MOULO:NG BY INSTALLER (70 SUIT). r . nh17E;TRACK CONFIGURATION u _ 2- d } 16 GA VLN.GALV.STEEL END STILE. ABOVE THE DOOR OPENING DOES AS ROD:SPACING NTE 30"O.L. - - �"' `' NOT ca AFFECT THE WIND LOAD - - " 94 � 20 GA.GALV.STEEL iER.STILE. � fi' RATIt:G OF THIS DOOR. 4-6 18 GA. MI4 GALV, STEEL CENTER 62'8a' 2'GALV. STEEL TRACK, 9-5 1 12 GA. GALV,STEEL TRACK HII:GE FASTENED TO INTER. STILES n TRACK THIC':N_SS:0.60". i1 11 - BRACKET rASTENED 10 it'000 [ KNCE EACH�D 70 I'SHEET 10'-6"I l " JAme%TIH ONE$/16'xt-5%5- 1 METAL EACHSCRE S. 124` WOOD LAG SCREW!PER BRACKET. L7/to"LD.RDtLN6 1 " 2'GALV-STEEL TRACK FASTENED TO PUSH I'tVT FA57EI:;ER. C 36"±2` TYP; 2-1/2 X)2 GA GALV. 5 '-0'13 - TRACK BRACKETS:EACH BRACKET u. _ '14 GA.GALV. STEEL ROLLER HINGE FASTENED TO&:.'D STEEL TRACK-BRACKETS, i to ATTACHED 5',CTH ONE iJa"v5,%8'BOLT / ATTACHED TO JAMB TVtTH (t) 1 - a AND NUT�R TWO 1/4-RIVETS. STILES W/(4)E�.:H �14x5/8 SfiEET UE"AL SLREW$'AND ao /// .5/16' x 1-5/8'LAG SCREW PER I1 a'. (4) iJ4"x3/4 _ELF TaPPFJG SCREWS, i TRACK BRACKET. fE; F " 2" 16 BALL STEEL ROLLER WITH STEEL OR"MQN LIE: 10" 1 - 7 " _3-1/2" i '117 " SECTION C-C 1 4" PREPARATION OF JAMBS BY OTHERS. LHR BRACK-eT(2-1/2-x 5-3/4 x 92GA) .ATTACHED vaiH (2) 1/4"x 3/4-SELF TAPPING SCREI\S. 3" TRACK IS ALSO AVAILABLE. DOUBLE TRPrK LOCI HEADR00u OPTION (AVk7. FOR BOTH 2"AND 3•TRACK) ;V�tmnl HORIZONTAL p . LT �' 2 MANUFACTURING PRODUCT CODE PAN-2F443 DESIGN LOADS: +50,0 P.S.F. & -58.0 P.S.F. PART NO.;.N/A -0 'S �k(.S: TEST LOADS +75.0 P S F & -.87.0 P.S.F. A A, 9 STATE O :✓LC U...staled 016 rise O a 3555 Wke swercrd VTNDLOAD'RATING O Llaso" CH 45^40 USA t� TOLERANCE5 a. p Y' Tct to 513-770-455i W}{ D P S Q ;D 3:031 8.1d;7n 6c(s Copp y F.t> 573-7t0-435i ( v AO= f.015. DESCRIPTION: GALLERY 2" PAN SINGLE CkR +50/-58 PSF' arlpl ll Ilt%) .000 �.005' T3FSIGNNG1vEER: De9r00s - }gip• DRAWN 9Y: HFA-- DATE: 7/8/08 SCALE: NITS DWG,.R CHECKED BY: DATE: - SHEET a OF 4 SIZE J-J SCOTT HAMILTON. P.E. LhIe Is S.."d 0—",se FLGRIDA LICENSE No: r 63 86 D. Nsx<ns AR--ua mcHEs.DVIG. NO., 104121 VER: IEC 4 3 2 F L%rUMPDD A p e 00007 la O PHOWQL 15304