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HomeMy WebLinkAboutProduct Approval y. i kYar4 f t d l'f t'{ 7 fip, t/ frl i E �11 I G xA y�Y k r w x h r Y cs � t �,.•ay. .�t �r� � 7 �.,�r.� t. r'� s,r t u x ,n aF.�.t'µ.�5�:�-.....�.,'��...'K a����� 5 i� �. 3'' .r,.r ...?......,..__ ..r..<��- Sfu�.e.<r-:r�!ls.a..�r�.t��a��i�..'s,.._•_Vii, . SCIS home tog In user Registration Hot Topics Submit Surcharge Stats&facts Publications FBC Staff BCIS Site Map Links Search Produt ri`J=`iCc 1 �' 7 USER'.PCbliApp�oval RECEIVED Prrrfi,r:Amitma;Mentz>Pmdmt cr Nan;;cae:- Application Detail , APR 0 8 2019 FL# FL16107-R10 Application Type Revision Cade version 2017 ST. Lucie County, Permitting Application Status Approved Comments Archived Product Manufacturer Ciopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason,OH 45040 (513)770-6062 mwesterfieid@ciopay.com Authorized Signature Scott Hamilton shamitton@ciopay.com Technical Representative Address/Phone/Email FILE ,COPY Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Gary Pfuehler ., Validation Checklist-Hardcopy Received Certificate of Independence FL lli 07 21 C Cit r'Pr rif capon of IhdSt ndPnc2 Qf Vat daion Enhty- Gary Pfu hi�Dff FL u107 R1Q (bI StatPnient on Independence of Evgki�con 'n[ Scottfiiamliton 120424.od€ Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2005 ANSIJDASMA 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 Fk.16107 RIC] ElLnv 2-31701309-FBC-DASMAdif LL_16107 R10 i7quiv 201�7809 FBC �DASMA 115%qWy.!)(jf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2017 Date Validated 08/1412017 Date Pending FBC Approval 08/16/2017 Date Approved 10/10/2017 Summary of Products Go to Page Page 1 1 3 FL# Model,Number or Name Description 16107.1 01 W6-16 DSIE-1F171:4300, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior 4301,4310,HDG,HDGL,HDGF,66, skin 27 ga.min.)Double-Car(92"to 16'2"wide) 66G,67, 57G,68,SP200,SF200, WINDCODEO W6 Garage Door SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16107 RIO I! 104724-A-Rev03-sioned.P!jf` Approved for Use outside HVHZ.Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure.+38 PSF/-42 PSF Evaluation Reports Other.,Max.Wind Speed(V-ult): 170 MPH.Solid doors or FL16107 RIO AE CBPC 121212-A.-odf doors with optional impact-resistant glazing are Impact- Created by Independent Third Party: No resistant(large missile impact). 1 16107.2 02 W6-16 DSIE-1F171: 4300, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior 4301,4310,HDG,HDGL,HDGF,66, skin 27 ga.min.)Double-Car(92"to 16'2"wide) 66G,67,67G,68,SP200,SF200, WINDCODES W6 Garage Door SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use In HVHZ.No FL16107 RiQ 11 Approved for use outside HVHZ.Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant.No Created by Independent Third Party: No Design Pressure:+38 PSF/-42 PSF Evaluation Reports Other;Doors with standard glazing meet the wind load !LL1b107 RIO AE.CBPC 1212112-A.od requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 1 16107.3 03 W6 16 PAN-2F153,73,75,84A, Steel Pan(min.25 ga.)Double-Car(9'2'to 16'2"wide) 94, 42,48,42B,48B,4RST,6RST, WINDCODE@ W6 Garage Door with Optional Impact- GOSS,CRSS,ARSS,EDSS Resistant Ustes Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16107 RIO 11 104710-A-Rev03-sioned.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.+36 PSF/-42 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 RiQ AE C5PC 121212-A.ud doors with optional Impact-resistant glazing are impact- Created by Independent Third Party:No resistant(large missile impact). 1 16107.4 04 W6-16 PAN-21`153:73,75,84A, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'2"wide) 94, 42,48,42B,48B,4RST,6RST, WINDCODB&W6 Garage Door Limits of Use GDSS,CRSS,ARSS,EDSS Installation Instructions Approved for use in HVHZ:No FL16107 R1 1L.11047 Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:No Created by Independent Third Party:No Design Pressure:+36 PSF/-42 PSF Evaluation Reports Other.Doors with standard glazing meet the wind load FL161Q7 requirements of the building code but DO NOT meet the Created by Independent Third Party:No impact resistant requirement for windborne debris regions. I 16107.5 05 W6-16 PAN-2F143:84A,94,98, 1 Steel Pan(min.24 ga.)Double-Car(9'2"to 16'2'wide) 48,48B,4F,4RST WINDCODES W6 Garage Door with Optional Impact- Resistant Utes i3 k December 12, 2012 (revised 8/28/15) Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6 through W8 I have evaluated the wind load door designs as shown on the drawings listed below. I have reviewed the test*reports, which were generated by accredited Independent laboratories as required by the relevant Florida Administrative. Rule, the engineering rational analysis, and the product drawings. The test reports are listed below. Assembly testing was conducted by American Test Lab North Carolina. Component testing was conducted by HETI and ETC. For the doors listed in Tables 1 through 5, Static Pressure Tests were conducted in accordance with TAS 202-1994, ASTM-E330-2002 and ANSI/DASMA 108-2005. Missile Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201-1994 and TAS 203-1994 and ASTM E1886-2005 and ASTM E1996-2009 and ANSI/DASMA 115-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in Tables 1 through 5 are in compliance with these High Velocity Hurricane Zone test requirements of the Florida Building Code and therefore are qualified as impact-resistant assemblies (large missile impact). TABLE 1• Drawings for do ro s with Manuf iMring Product Code (MPQ PAN-21 104710-A-Rev03, max. door size 16'2' x 1610 +36/-42 PSF (design load) 104761-A-Rev02, max. door size 1812" x 1610"; +36/-42 PSF (design load) TABLE 2: Drawings for doors with Manufacturing Product Code (MPQ PAN-2FI43: 104753-A-Rev02, max. door size 16'2" x 16'0"; +38/-42 PSF (design load) 104762-Rev02, max. door size 18'2" x 16'0"; +41/-46 PSF design load) 104754-Rev02, max. door size 16'2" x 16'0"; +46/-50 PSF design load) TABLE 3: Drawings for doors ith M-an fa uring ProductCoe M DSIE-1 17 • 104724-A-RevO3, max. door size 16 2 x 16'0"; +38/-42 PSF (design load) 104751-A-Rev02, max. door size 1812" x 1610"; +38/-42 PSF (design load) 104736-Rev03, max. door size 16'2" x 1610"; +46/-52 PSF (design load) 104752-Rev03, max. door size 18'2" x,16'0"; +46/-50 PSF (design load) ABLE 4: Drawin s for doors with Manufacturing ProduSt Code (MPC) D IU-1F171: 104777-A-Rev02, max, door size 18'2" x 16'011; +38/-42 PSF (design load) 104778-Rev03, max. door size 16'2" x 16'0"; +46/-52 PSF (design load) 104779-Rev03, max, door size 18'2" x 16'0"; +46/-50 PSF (design load) TABLE 5; Drawings for doors with Manufacturing Product Code (MPC}S-At 9, � 104439-Rev02, max. door size 9'0" x 12'0"; +47/-55 PSF (design load) PAGE 1 or 4 FILE: CBPC_121212-A.3 i. . E r EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-W8 104998-ReV00, max. door size 16'2" x 1210"; +41/-47 PSF (design load) For the doors in Tables'6 through 9, Static Pressure Tests were conducted in accordance with ASTM-E330-2002 and ANSI/DASMA 108-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based.on actual tests. I have concluded that the door designs listed below in Tables 6 through 9 are in compliance with these test requirements of the Florida Building Code. TABLE 6: Drawings fors. gf cturin Product Code MPC PA - 104710-B-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design oad) 104761-B-Rev02, max. door size 18'2" x 16'0"; +36/-42 PSF (design load) TABLE 7: Drawings for door,5 with Manufacturing Product Code (MPC) PAN-2F743: 104753-B-Rev02, max. door size 1612" x 1610"; +38/-42 PSF (design load) TABLE 8: Drawings for doors with Manufacturi du Code (MPC) DSIE-IF171• 104724-B-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (design load 104751-B-Rev02, max. door size 18'2" x 16'0"; +38/-42 PSF (design load SLE : Drawincis for doors with Manufacturina Pro ctode(MPC) DSIU-1F171: /-4 104777-B-Rev02, max. door size 18'2" x 16'0"; +382 PSF (design load) Test Reports: ATL-0801,01-12 (8/15/12), ATL-0813,01-12 (10/9/12), ATL-1015,01-12 (11/3/12), ATL-1113,01-12R (2/18/13), ATL-1107,01-12 (11/20/12), ATL- 1023.01-12 (11/13/12), ATL-1009,01-12R (11/20/12), ATL-0827,01-12 (10/9/12), ATL 0123.01-14 (9/3/2014), ATL 0121.01-15 (2/6/2015). These reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915, Product Description for doors with MPC PAN-2F153: These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact- Resistant Glazing. Optional Impact-Resistant Glazing is a one-piece injection- molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 84A, 94, 98, 73, 75, 1500, 190, 4RST, 4F, 4RSF, 6RST, GRSF, 48, 48B, 42, 42B, 55, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV. Not all models may be shown on a given drawing. Product Description for doors with MPC PAN-2F143: These.doors consist of 2" thick steel pan sections with min. 24 ga. (0.022") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact- Resistant Glazing. Optional Impact-Resistant Glazing is a one-piece Injection- molded front frame and glazing. The following models are at least structurally PAGE 2 OF 4 FILE' CBPC_121212-A.3 i EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WG--W8 equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 48B. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIE-1F171: These doors consist of 2" double-skin insulated sections with an EPS core h laminated to both skins. Both.inner and outer skins are min. 27 ga. (0.016") G40 DDS.per ASTM A653. The maximum section height is 21".. These doors may have optional Impact-Resistant Glazing (IM). Optional Impact-Resistant Glazing (IM) is a one-piece injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 4300, 4301, 4310, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, 6200, 6201, 6203, SP200, SF200, SE200. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIU-1F171: These doors consist of 2" double-skin insulated sections"with polyurethane insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing. Optional Impact-Resistant Blazing 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. Product Description for doors w tb MPC W-1899: These doors consist of 2-13/16" custom wood door sections with hemlock rails and stiles and decorative cladding and overlays. The maximum section height is 28". These doors may have optional Impact-Resistant Glazing. Optional Impact-Resistant Glazing is certified laminated glass as detailed on the individual drawings. The following models are at least structurally equivalent to the tested door: CR800, MR800, CH900, CRDnnn. Not all models may be shown on a given drawing. Impact Resistant Glazing (IM): The optional impact'resistant glazing is an injection-molded polycarbonate front frame and glazing (GE LEXAN SLX2432T) that is an approved C1 plastic in accordance with testing required by FBC-B 2612. Approval based on review of the following tests: HETI-06-AO02 ASTM G155; HETI-06-T566 ASTM D638 (before); HETI-06-T634 ASTM D638 (after); ETC-06-1024-17496,0 ASTM D2843, ASTM D635, ASTM D1929. Limitations: The drawing(s) cited above are an explicit part of this evaluation report. The.text of this report does not attempt to address all design details and relies on the illustrations and text of these drawings as well. PAGE 3 or 4 FILE:CBPC_121212-A.3 x EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6—W8 Jambs, lintels, sills or other structural elements required to prepare openings are not covered.. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in accordance with current building codes for the loads listed on the drawing(s) referenced above. Installation requirements per the relevant Florida Administrative Rule, including attachments, are detailed on the drawing(s) listed above. Installation must be in accordance with manufacturer's Installation instructions and must be as shown on the drawing(s) listed above, The manufacturer's licensed design professional listed on the drawing(s) has reviewed the attachment details and installation requirements. Signature: ���``�T �HAA4/' f G.•' G E N S .�2'i :• No 63286 r Scott Iton, P. Florida P. E. No. 63286 = : �3 • STATE OF ZU • O.• Date: S1vI-1— .. O R t p.P•'G��.�� PAGE 4 of 4 FILE:CBPC_121212-A.3 3 2 'CLASSIC' RAISED PANCL EMBOSS DOD'S 'CARRIAGE HOUSE' RAISED PANEL [MrOSS DOORS SHCEtREVISIONS MODE GA MODELS 25 CA I OF 4 24 GA 25 GA 25 A 4 ZONE: DATE-. PVD: DESCRIPTION LS — CLOPAY 'GALLERY' GOSS. GR5S 03 Sit A166F6 LONG P,�N�Fl, OPTION. ---ELOPAY 84A, 94 73, 75 76, 75L 98 __L6, /13 IDEAL ,RST -RST 2RST 4F HOLMES 'ARTISTRY' AR5S ONE STANDARD INTERIMEDAIE STILE SETNVEEN EACH EMBOSS ,RS" HEIL.I 48, 48B 42. 42B IDEAL 'CARRIAGE: HOUSE' ED5S LOCATION, ATTACHED W1 TOC­L--LOC 70P & BTM) AND SHORT LONG FLUSH SHORT PANEL URETHANE ADHESIVE (ALONG CENTER), D' CLASSIC' SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND 'CLASSIC" D I-'—A LONG PANEL ALSO APPROVED, SEE TABLES BELOW FOR DETAILS. OPTIONAL GLAZI14G MAY BE STANDARD OR EXTRA STILES MAY DE STANDARD (SHORT PANEL) OR LLE IMPACT RESISTANT GLAZING. ONLY SHORT COMMERCIAL (LONG PANEL). SEE TABLES BELOW. GLAZING 15 APPROVED. SEE SECTION B-8 ON ............ 'LAZING CLA2WC SHOWN IN TOP SECTICm L SHEET TWO FOR DETAILS. (C SHOWN IN TERMFDIATE SECTION.) --------- Jim F 7/ —//] llzdLI /d 'IEW -8- (SEE SHEET THREE). Iu �2 F T/ y/1 E0 E2 ............- VIEW "C" (SEE SHEET THREE). 0 aL!=� ILL= 16 GA. END STILES ATTACHED 10 DOOR SKIN WITH PATENTED' o c TO0G� 1v TOO-L-LOC SYSTEM (TOP. BOTTOM c CENTER). ATTACHED TO TOP AND Fr`l r7l 571 .R L WiTH PATENTED LA Lo� ,S y STEM. —v 11.70 POINT LOOKING INTO TRACK. A V• OPTIONAL OUTSIDE KEYED LOCK POSITIOI., _ ('2} LHR TOP BRACKETS USED AS INNER BOTTOM BRACKET. MAX. ODOR WIDTH - 16*-2"— (1) 3-IN ROLLER CARRIER (P/N AUI 0120394) USED WITH 3" TRACK. SNAP LATCH ENGAGES 7LOO,k,TION Or OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. END ........................._._"___,._,•„,_..,.. ONE SNAP LATCH ON DOOR HcEGH1 I'E 0 nrSLIDE BOLT LOOK EACH SIDE Or DOOR P"SED PATIL ENGAGES INTO PANrL,CIRIOSS IRS) END PANEL P .........__... ......... TO 10*6p- I.ER- STILE. 014E LOCK 0.14 HANDLE B 2LS�L 2: Or T'm;�, Ywd9y_F�3V !�.... VERTICAL TRACK. OUTSIDE Loop W. "I.S,j,.FS STILES INIERIA STILES -Or IRIS” EACH SIDE OF LOCK BAR 10'9' TO 12'3' 1 R SECTIM, IFZ*�ECTIGW WrA SECIIWI, or OUTSIDE ,OR�IDIII STILES. ...............__. F.r____4 R SECTIO.), DOOR. ENGAGES 114 2 To KEYED TRACK ON 1,-'6' qv TIT zin. wa, p 10 1410, 8 �-21 TO 1010, 'TILE. stry in jrm---1 EACH SIDE L4�3_�—Tal 5,91 9 1013'16' 5 15,01 fp l0'2' 3 OF DOOR. 10 1,1V TO 1"0' c SEE NOTE BELOV REISARIHNG EXTRA INSIDE HANDLE DOOR MAX_gm-ji-11 STILES 04 LVZ PANEL­ S, OUTSIDE KEYED LOCK �KTTH Qv )26 Svirt EXTRA STILES FOR LONG-PANEL MODELS. SNAP LATC-4IjQQK 9E_T1�Q1N WLI�Q K�W tDDITICN� 18 CA CO-EFOk WERV STILES REOUIAEP-5-OTEO OPJ T nEl L 11 El J QfjjEft SJnES ARE ATTACHED H,Z)FaNf SLIWEIN 1�it CO..LRC-L CENTER STILES ARE THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE CODES'Iftzlll�CENTER STILES. 61 0MC, WIN TOC-L-'.CC(TOP h OW.101j)OR(4)3/16-POP A-VEIS uIriM.A.E WHO SPCEDS LISTED BELOW ACCORDING To THE rLORIDA CS(A)46 SHEET 111-14 SCRC*S, 6L1LCtNG CODE OR THE INTERNATIONAL BUILD;NG CODE (FASED 0 _i7k0_15UCT CGDE IT No 63PB MANUFACTURING PRODUCT ASCE7-10) FOR THE FOLLO-WNG CONDITIONIS: 1)ENCLOSED SHORT PANEL PAN-217153 or ivint it; BUIL LONG PANEL� C6,C 111-111 ANSLIOASMA HIS SITE-SPEEWIC CALCULATIONS BY A OU IFIED EST LOADS: + 4. P.S.F. & -63,0 P.S.F. PART No.: N/A BUILDING, 2)-DOOR Fis 2 WIG"$ END C. 3) PAN- F15 ANY ROOF S0PE.AND 4) TESTING IN ACCORDANCE WITH DESIGN,LC)ADS: 4-36.0 & -,; .0 P.S.F. DIFFER, . U�I­st.f.. 8585 Dvk:JiWl�,'�Id DESIGN PROFtESSIONAL MALY WINDLO i'q.' A F 45040 USA., �-770,4110 No Ito.5). ISS 160 170 195 Plldmi[5 Cmp�y 513-770-4k53 w 6) J VtjRIATF. WI It 41 SPEED(MPH, .0 1.031 ...... ........... .00 1.015 OFSORIPTION: 2-SlEr, PAN 0ORS-Ir-, �.IQDELSI 'Ey"'OSOR, B.C. D D.c R,c IS .000 1�Cori It "'T"'Ry I�c .000o t.coi B SH DATE: 1 /19/12 SCALE: TITS L - ­ — 1/7* , _.-In �!� __ ......--__.-Y.___...._jC- _jDWG DESIGN ENGINEER. JECAN 11.01- ;1[111117 E5 15, 30' CHECKED CA'-E: 11/20/12 SHEET B AT;E Ri, VER: IBC SCOTT Hmm-TON. P.E. SI.W ott.lmlc -A/B R�E[I��No 632t`6 011"ISION 4CiESJ.�NO,: 104710 ilk 2FLOO R111DA PWOQWC�T A,PPROWAL 16107 4 3 1 'CLASSIC' RAISED PANEL EMBOSS DOORS _. 'CARRIAGE HOUSE' RAISED PANEL EI4POSS DDORS SHEET: REVISIONS MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 2 OF REV, Nfl. ZONE: DATE: ECN NO. APPVD: DESCRIPTION ONE. CLDPAY 84A, 94 73, 75 76, 75L. 98 CLOPAY 'GALLERY' GDSS, CRSS OS — — •- SH SEE REVISION-HISTORY ON SHEET ONE. IDEAL _•7RST bRS7 2RST 4F HOLMES 'ARTISTRY' AR5S HOLMES 48, 488 42, 42B"_�_-- "`� _ I TBEAI. 'CARRIAGE HOUSE' EDSS , SNORT LONG _I FLUSH SHORT PANEL ' a a IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBL—CONSTRUCTION: SOLID DOORS (140 GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL OS8 OR 1/8"ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLLG GLAZING IS -- IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PL.ASV:OLTE OPTIX OR LUCITE. CP APPROVED CC2 PLASTIC IN ACCORDANCE VATH IDC/FDC GLAZING IS GE LEXAN SLX2.132T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. _ 18C/FBC 2606 AND AN APPROVED C1 PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY 114STALLED IN COMPLIANCE YHTH THIS SECTION MEETS THE THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REOUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING IVIND LOAD REOUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING - CODE BUT pM,- NOT MEET THE IMPACT RESISTANT REOUIRKMENT FOR WiNDBORNE DEBRIS , CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (RET. CHAPTER 16 FBC/IBC). - SECTION B-B IMPACT-RESISTANT GLAZING OPTION) SECTION 8--B (NON--IMPACT RESISTANT GLAZING OPTION) •@ *��� _ ^^?' FRO14T FRAME SMITH U.Y. COATING,ONOUTSIDE SURFTCE. ,.. - NOTE. THAT FRONT FRW.7F. IS NhRR05YE'R THAN IMPACT--RESISTANT FRAME, OPPONAL OECCRIJNE .'` <2'!--^ .. MULIIPLIRPOSE NIGH BOND TAPE StiAP_hN INSERT8£TNss—EEEf AND FACADE). . 1 - ^� - �Ir--gECORATR',:FRONT FACADE I MOL PED INSIDE oaea�' V__�"-_! -•..._ --STRUCTUfL:L SILICONE SEALANT LITE RETAINER. ,B,6s3/4" PAN HEAD SCREW(E1EAWEEN STEEL SKIN AND FRAME). 7,10 SCReNS PER LITE), . I•.tPACT RESISTANT ✓ -'- .. ONE-PIECE INJECTION -POLY57YRENE RETAINER FASTENED TO FRAME WITH MOLDED GE I.CXAN (10)'#8 x 3/4" PAN HEAD MACHINE SCREVIS. - S1.X21` 327 FRONT FRAME & GLAZING IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAINING 104710-A DRAWING 104710-B St HAljl,ir O No 6 8 MANUFACTURING PRODUCT CODE - � SHORT PANEL: PAN-•2F153 *T' '*:. tOtVG PANEL: PAN-21`156 (/}b/�,,�- DESIGN LOADS: 4DW :& -�7r .-„ADS: r5 -'63. pLUVA—SI.Nd uth8585 Duke Bou`va,d WINDLOAD RATINGt•l_E OF rV Mnsa,.o1I cSBa us0 1 �a Tel.Na.513-7 •<600 Wy(� Df. is I�} 1 ,0 =. vts ConWmy Fox Ha,513-570 653 . �✓� 00 0IPTION: 2” STEEL PAN DUUR., b'2'1! (SET TABLE FOR MtABY: SH DATE: 11/19/1?S MG. n _....". I! Oagracs m s t/2' CftECXED BY: SH DATE: 11/20/)'SHEET 2 OF 4 SIZE-,u DESIGN ENGINEER,: IDnI55.$Ia,ea Ether i%e —' SCOT HMILTON. P.E. OAtrNS10NS Arr IN ac.IES.D'tYG. NO.: 70.1710—A/D � VER: IBC LICENSE No. 63286 ............... ..... .. ........ ..........__.........._.. 4 F .___._._ 3 'fi` 2 IFLOJG>MA FIR,O ca MCAT APF PH OVAL I Gl 07