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Home My WebLink AboutProduct Approval 2/24/2017 • Florida Building Code Online Business & Professional Regulatilon n ��F• SCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats&Facts Publications FBC Staff I BCIS Site Map Links I •Search.� a �Product Approval dbpr * USER: Public User y Product Aooroval Menu>Product or ADDliration Search>Application List>Application Detail E C L�� f ED Ig Uj • FL# FL16107-R9 FEBC� Application Type Revision B 2 4 2017 Code Version 2014 PERMITTING Application Status Approved St. Lucie County, FL Comments Archived U Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterfield@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 O 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. Quality Assurance Contract Expiration Date 12/31/2028 Validated By Gary Pfuehler O Validation Checklist- Hardcopy Received Certificate of Independence FL16107 R9 COI Certification of Independence of Validation Entity- Gary Pfuehler.Ddf FL16107 R9 COI Statement on Independence of Evaluation Entity- ScottHamilton 120424.Ddf Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1866 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhI O9aYpgetu2%2f5pi PVi H U22R IytcEPY2EAeA%3d%3d 1/5 2/24/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/14/2016 Date Validated 10/20/2016 Date Pending FBC Approval 10/21/2016 Date Approved 12/14/2016 Summary of Products Go to Page Page 2/3 .. ............ FL# Model,Number or Name Description 16107.21 21 W8-16 DSIE-1F471: GD2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior GR2SP, GD21_13, GR2LP, AR2SP, skin 27 ga. min.) Double-Car(9'2"to 167" wide) AR21_13, ED2SP, ED2LP, 4302, HDGC, WINDCODEO W8 Garage Door with Optional Impact-Resistant 6202, MFC68, 4305, HDGR, 6205, Utes SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R9 II 104786-RevO4-signed.gdf Approved for use outside HVHZ:Yes 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 or FL16107 R9 AE CBPC 130214-A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.22 22 W6-09 DSIE-1F171: 4400, 4401, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior 4301, 4300,4301, 4310, HDG, skin 27 ga. min.) Single-Car (up to 9'0"wide) WINDCODEQ HDGL, HDGF, 66, 66G, 67, 67G, 68, W6 Garage Door with Optional Impact-Resistant Lites SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R9 II 101526-A-Revl9-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 Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R9 AE CBPC 130214-A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.23 23 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® 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 FL16107 R9 II 101526-B-Rev19-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 Other: Doors with standard glazing meet the wind load FL16107 R9 AE CBPC 130214-A.gdf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.24 24 W6-09 PAN-2F153: 84A, 94, 73, Steel Pan (min. 25 ga.) Single-Car(up to 9'0"wide) 75, 1500, 190, 4RST, 4RSF, 4F, WINDCODE®W6 Garage Door with Optional Impact-Resistant 6RST, 6RSF,48, 42, 55,48B, 42B, Lites 55S, GD5S, GD5SV, GRSS, GR5SV, ARSS, ARSSV, ED5S, ED5SV Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R9 II 101348-A-Revl7-signed.ndf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R9 AE CBPC 130214-A.ndf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl09aYpgetu2%2f5piPViHU22RIytcEPY2EAeA%3d%3d 215 2/24/2017 Florida Building Code Online 16107.25 25 W6-09 PAN-21`153: 84A, 94, 73, Steel Pan (min. 25 ga.) Single-Car(up to 9'0"wide) 75, 1500, 190, 4RST, 4RSF, 4F, WINDCODE®W6 Garage Door 6RST, 6RSF, 48, 42, 55, 48B,42B, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, EDSSV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R9 II 101348-B-Rev17-signed.Ddf 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 Other: Doors with standard glazing meet the wind load FL16107 R9 AE CBPC 130214-A.Ddf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.26 26 W6-09 PAN-21`156: 76, 76V, Steel Pan (min. 25 ga.) Single-Car(up to 9'0"wide) 2RST WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R9 II 101348-A-Rev17-signed.0f 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 Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FIA6107 R9 AE CBPC 130214-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.27 27 W6-09 PAN-2F156: 76, 76V, Steel Pan (min. 25 ga.) Single-Car(up to 9'0"wide) 2RST WINDCODE® W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R9 II 101348-B-Rev17-signed.Ddf 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 Other: Doors with standard glazing meet the wind load FL16107 R9 AE CBPC 130214-A.Ddf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.28 28 W6-09 DSIE-1A171: 2050, 2051, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior 2053, 4050, 4051,4053, 62, 64, 65, skin 29 ga, min.) Single-Car(up to 9'0"wide) WINDCODE@ 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 FL16107 R9 II 104814-A-Rev00-signed.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/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors are FL16107 R9 AE CBPC 130423-A.Ddf impact-resistant(large missile impact). Created by Independent Third Party: No 16107.29 29 W6-09 DSIE-1A171: 2050, 2051, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior 2053, 4050, 4051,4053, 62, 64, 65, skin 29 ga. min.) Single-Car(up to 9'0"wide) WINDCODE@ 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: No FL16107 R9 II 104814-B-Rev00-signed.Ddf 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/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R9 AE CBPC 130423-A.Ddf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.30 30 W6-09 DSIE-11`471: GD2SP, Double-skin Insulated EPS (exterior skin 27 ga, min.; interior GR2SP, GD2LP, GR2LP, AR2SP, skin 27 ga. min.) Single-Car(up to 9'0" wide) WINDCODE@ AR2LP, ED2SP, ED2LP,4302, HDGC, W6 Garage Door with Optional Impact-Resistant Lites 6202, MFC68, 4305, HDGR, 6205, SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R9 II 103954-A-Rev05-sianed.Ddf 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 Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R9 AE CBPC 130423-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.31 31 W6-09 DSIE-117471: GD2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior https://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2%2f5pi PU H U22R IytcEPY2EAeA%3d%3d 3/5 4 3 lir2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET: REVISIONS nDDELS 24 GA 25 GA 25 GA MODELS 25 GA 25 GA 1 OF 4 REV. NO. ZONE: DATE: I ECN NO. APPVD: DESCRIPTION CLOPAY 84A, 99 73, 75 76 CLOPAY -- - - IDEAL 4RST,4Fx 6RST 2RST 'GALLERY' GD5S,GR5S 17 2/11/13 SH REVISED FOR NEW LOADS. HO 14ES 40,48B 42,42B -- HOLMES AR5S L SHORT PANEL LONG PANEL 'ARTISTRY' -- IDCAL + - MODEL 4F IS FLUSH 'CARRIAGE HOUSE' ED5S -- D SHORT PANEL LONG PANEL SHORT PANEL/Fl USH MODELS: (1) INTERMEDIATE STILE BETWEEN EACH D EMBOSS [(3) STILES PER SECTION AT 9'0" WIDE]. EACH INTERM. STILE I OPTIONAL GLAZING MAY BE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE ADHESIVE j STANDARD OR IMPACT RESISTANT (ALONG CENTER). GLAZING. SEE SECTION B-B ON LONG PANEL MODELS: (3) TOTAL STILES PER SECTION. (1) STANDARD SHEET 2 FOR DETAILS. INTERMEDIATE STILE BETWEEN EACH EMBOSS. EACH STANDARD INTERM. MAX. STANDARD SIZE IS STILE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE 19-1/2"x16". IMPACT RESISTANT ADHESIVE (ALONG CENTER). EXTRA INTERM. STILES (1) PER LONG PANEL DOOR HEIGHT N OF q OF U-BARS GLAZING IS 21-5/8'x14-1/8". PER SECTION, FIELD-INSTALLED WITH (4) 8 SMS (PER STILE). SECTIONS MAX DLO SIZE IS 18-1/2"x11 , UP TO 7'0' 4 6 A END STILES ATTACHED TO DOOR 7'3' TO 8'9' S 8 SKIN WITH PATENTED TOG-L-LOC 9'0' TO 10'6' 6 9 - SYSTEM (TOP, BOTTOM, & CENTER). 10'9' T❑ l2'3' 7 I1 0 ;t yt ps .�•* SEE END HINGE l2'6' TO 14'0' 8 12 N VIEW B. C 14'3' TO 15'9' 9 ]4 C 16'0' 10 15 0 MAX SECTION HEIGHT, 21' oo _ 6 SEE INTERMEO. HINGE In o VIEW C. SLIDE BOLT LOCK ENGAGES INTO 'w END VERTICAL TRACK. STILE. ONE LOCK ON kk L5� EACH SIDE OF Pr DOOR. THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE iLL ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE(BASED ON X00 TWO POINT LOCKING INSIDE SLIDE BOLT ASCE7-10)FOR THE FOLLOWING CONDITIONS: 1)ENCLOSED Ow BUILDING,2) DOOR HAS 2'OF VADTH IN BUILDING'S END ZONE,3) �= INTO TRACK SNAP LATCH ENGAGES LOCK OPTION, ANY ROOF SLOPE.AND 4)TESTING IN ACCORDANCE WITH Xj� ONTO VERTICAL TRACK. END ANSI/OASMA 108. SITE-SPECIFIC CALCULATIONS BY A QUALIFIED 4Z" ONE SNAP LATCH ON STILE. DESIGN PROFESSIONAL MAY DIFFER. --- -- EACH SIDE OF DOOR. B ULTIMATE V1NDSPEED MPH) 755 160 170 LBO 195 OUTSIDB ( L EXPOSURE - HAND EE H,C,D H,C. 0 H, C B,C B A OUTSIDE LOCK BAR CATEGORY OPTIONAL OUTSIDE KEYED LOCATION OF LOCK POSITION OPTIONAL VENT KEYED END ENGAGES IN STILE. TRACK ON MEAN ROOF HEIGHT 25' IS' 25' IS' 30' MAX. DOOR 'MOTH = 9•-0'• HANDLE. 4 EACH SIDE INSIDE ELEVATION INSIDE HANDLE OF DOOR. 'CLASSIC' SHORT RAISED-PANEL SHOWN. LONG 'CLASSIC' OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH AND SHORT 'CARRIAGE HOUSE' ARE ALSO APPROVED. SNAP LATCH LOCK OPTION. LOCK BAR LOCKING. HA4141 , Gji .-........&.. G E MSF;�iy 14x5/8" SHEET NO 6ggg6 METAL SCREWS MANUFACTURING PRODUCT CODE *:• i1/ 1F SHORT PANEL: PAN-2F153 ��•: O LONG PANEL: PAN-2F156 DESIGN LOADS: +38.0 P.S.F. & —44.0 P.S.F. TEST LOADS: +570 P.S.F. & —66.0 P.S.F. PART NO.: N/A A A ��: ST TEE OF :!v 1/4"x3/4" SELF Unlesa Stotca Otncwae Cho ay 8585 Duke Boulevard WINDLOAD RATING �T•••'� P'?�: 00 TAPPING SCREWS O TOLERANCES ere Idoson,OH 45040 USA F •.<,o a o.: _ Tel,No.517-770-4800 53 �,/6 D P 3 8 �NA�1 ,, O .00 = 3.015 DESCRIPTION: CLASSIC AND ICH7RPBSTEEL PAN SC +38/-44 PSF 14 GA. ENO HINGES 18 GA. INTERMEDIATE HINGE 000 = 1.005 DRAWN BY: MW DATE: 3/15/95 SCALE: MS 0000 t.001 DWG. DESIGN ENGINEER: VEIN "B" VI V/ ' Degrees t1/7 CHECKED BY: -- DATE: -- SHEET 1 OF 4 SIZE SCOTT HAMILTON, P.E. Unleaa St., Otner.Vae FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INcHEs.DWG. NO.: 101348 - A/B VER: IBC 4 3 2 I�f�OO Q�DA PRODUCT DD UC T //kPFROO VAL 16107 r 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET: REVISIONS MODELS 24 GA 25 GA 25 Ga MODELS 25 GA 25 GA Z OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD:I DESCRIPTION GLOPPYI 84A.94 1 73,75 76 CLOPAY GD5S,GR55 IDEAL aRSi,41`• 6RST 2RST 'GALLERY' -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE. HOLMES 1 48,48B 42,426 -- HOLMES AR5S SHORT PANEL ILEING PANEL 'ARTISTRY' I IDEAL D •-MODEL 4F IS FLUSH 'CARRIAGE HOUSE' ED5S -- SHORT PANEL LONG PANEL D I 1 IMPACT-RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION.- SOLID DOORS(NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZI14G ARE OPTIONAL DSB OR 1/8"AGYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. IBC/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REOUIREMENT FOR WINDBORNE DEBRIS CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC). SECTION B—B (IMPACT—RESISTANT GLAZING OPTION I SECTION B—B (NON—IMPACT RESISTANT GLAZING OPTION) C DETAIL c FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN At :I&F MPACT-RESISTANT FRAME. 125 OPTIONAL DECORATIVE 2?5— MULTIPURPOSE HIGH BOND TAPE ' SNAP-IN INSERT. (BETWEEN FRAME AND FACADE), DECORATIVE FRONT FACADE. GLAZING a1es-F MOLDED INSIDE STRUCTURAL SILICONE SEALANT LITE RETAINER. (BETWEEN STEEL SKIN AND FRAME). #8x3/4-PAN HEAD SCREW (10 SCREWS PER LITE). IMPACT RESISTANT ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH B MOLDED GE LEX (10) #8.3/4'PAN HEAD MACHINE SCREWS. FRAME2T FRONTT B FRAME k GLAZING. IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 101348-A DRAWING 101348-B %G0 .....E IV T�4�� NO 69 /•• ' MANUFACTURING PRODUCT CODE +*:• L•:*• SHORT PANEL: PAN-2F153 lliHHN LONG PANEL: PAN-21`156 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F.� A ��'. STATE F L3 F %U� ` PART NO.: N/ATEST LOADS: +57.0 P.S.F. & -66.0 P.S.F. A .TCTUnl—Stated Omen.;', =Clopay 8565 Duke Baulm d V[NDLDAD RATING 'iO� �� TOLERANCES ere M.....OH 45040 USA F ........R T8.No.513-770-4800 W 6 D P 3 8 r1��` .0= 1.031 B 3!q Prcducts Cnpc y Fo.No.513-770-4853 q,InN0000 = ±.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF .ODD 1:.005 DESIGN ENGINEER. .0000 = 1.001 DRAWN BY: MW DATE: 3/15/95 SCALE: NTS Dwc.R Degrees 11/2' CHECKED BY: -- L LICENSE P.E. DATE: -- SHEET 2 OF 4 SIZE J SCOTT H/ un4e� se Stated Omse FLORIDA LICENSEE No. 63286 DWENSIONS ARE IN INCHES.OWG. NO.: 101348 - A/B VER: IBC 4 3 2 FLOO RODD Q Qpp ROVAL 16107 4 3 2 1 i 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEETS 'REVISIONS i MODELS 24 GA 25 GA 25 GA MODELS '25 GA 25 GA 3 OF 4 REV. N0. ZONE: DATE: ECN NO. APPVO: DESCRIPTION i CLDPAY 84A,94 173,75 76 CLOPAY I IDEAL 4RST,4F• 6RST 2RS7 'GALLERY' GOSS,GRSS -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE. HOLMES 48. 48B 142,42B -- HOLMES ARSS SHORT PANEL LONG PANEL "ARTISTRY' -- -- >r - MODEL 4F IS FLUSH •CARRIAGEIDEAL ED5S 3' TALL U-BAR HOUSE' 1—2"THICK 20 GA. GALV. STEEL D D SHORT PANEL LONG PANEL I LUN. YEILD STRENGTH: 50 KSI L� 3 f VERTICAL JAMB ATTACHMENT (WOOD FRAME SUI DINGS): 1-7/8 r=-- 3/8'x3" LAG SCREWS ON 24"CENTERS. 1-1/8" O.D. IWASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 12 GA. GALV. STEEL TOP VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2000 PSI MIN CONCRETE COLUMN): ROLLER BRACKET. EACH 3/8"x3" SLEEVE ANCHOR BOLTS ON 22' CENTERS (2,000 PSI MIN. CONCRETE). WASHERS BRACKET ATTACHED W/(4) INCLUDED WITH SLEEVE ANCHORS. .14x5/8 SHEET METAL OR SCREWS. 1/4'x3" TAPCON SCREWS ON 19" CENTERS (2,000 PSI MIN. CONCRETE) OR 10" CENTERS 25 GA. MIN. G-40 GALV. SHIP LAP JOINTS. (C-90 BLOCK), i" O.D. WASHERS REQUIRED WITH TAPCONS. STEEL SKIN WITH A ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING BAKED-ON PRIMER AND SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. A BAKED-ON POLYESTER C TOP COAT APPLIED TO 14 GA. GALV. STEEL END HINGE C OTHER JAMB CONFIGURATIONS: REFER TO DASLIA TDS-161. A LICENSED DESIGN BOTH SIDES OF STEEL FASTENED TO END STILES W/(4) EACH PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB SKIN. #14x5/8" SHEET METAL SCREWS & (4) CONFIGURATIONS. 1/4' SELF TAPPING SCREWS.O PREPARATION OF JAMBS BY OTHERS NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND 3" TALL x 20 GA. GALV, STEEL U-BARS IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION, ONE U-BAR ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED WITH (2) 1/4"x3/4" SELF TAPPING SCREWS PER STILE LOCATION. B B 13 GA GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREV(S ALUMINUM EXTRUSION &VINYL WEATHERSTRIP. •HAM/4"J' SECTION A—A(SIDE VIEW) 9: ENS4p / MANUFACTURING PRODUCT CODE SHORT PANEL PAN-2F153 "fl T "D 23f DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. LONG PANEL: PAN-21`156 TEST LOADS: +57.0 P.S.F & -66.0 P.S.F. PART NO.: N/A n Q•, (V Uatess Stated Othemise 8585 Duke 80.1evA ord VINDLOAD RATING A. =Clopay TOLERANCES a.e Em%H45044 4US4 `,/ �NA�E��`,` .0 = 3.031 1306,q Nr 6ctl Ca pdq Tax No.513-770-4853 `/Y IS D P 3 8 i%it j114% .00 ±.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF .000 = 3.005 ..000 3.001 DRAWN BY: LAW DATE: 3/15/95 SCALE: NTS DV(G. DESIGN ENGINEER: R Degrees 31/2' CHECKED BY: -- DATE: -- SHEET 3 OF 4 SIZE L SCOTT HAh11LTON, P.E. U,1—Staled Otncrr,se FLORIDA LICENSE No. 63286 O JENSIONS ARE IN INCHES. DWG. NO.: 101348 - A/B I VER: IBC Ii 'CLASSIC'RAISED PANEL EMBOSS BOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET, REVISIONS HODELS 24 Ga 25 GA 25 GA MODELS 25 GA 25 GA 4 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY B4A,94 73, 75 76 CLOPAY IDEAL 4RST,4FR 6RST 2RST 'GALLERY' GD5S,GR5S -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE. HOLMES 48,488 142, 42B -- HOLMES AR5S SHORT PANEL LONG PANEL 'ARTISTRY' -- IDEAL ED55 D • -MODEL 4F IS FLUSH 'CARRIAGE HOUSE' -- 1] i SHORT PANEL LONG PANEL I j 2-TRACK CONFIGURATION_ i DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION. HORIZONTAL TRACK 13 GA[ALV. STEEL FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR JAMB WITH (3)5/16-% 1-5/8"LAG SCREWS HEIGHT 'L" INSTALLER(TO SUR). AND TO TRACK WITH(2) 1/4`RNETS. 6- " 7 WTE;TRACK CONFIGURATION 7--Q- 76- 2.6 SYP WOOD JANE. SEE OPTIONAL STOP MOULDING BY INSTALLER(TO SUR), ABOVE THE DOOR OPENING DOES - AS ROD:'SPACING NTE 30"O-C- 7.- _ "JAMB PREPARATION NOTE". I6 CA[ALV. STEEL END STILE. NOT AFFECT THE WIND LOAD s - RATING OF THIS DOOR. o --6 a 62"34" 2"GALV. STEEL TRACK, - TRACK THICKNESS: O.B83 9'-6"1 2-1/2"X 12 CA GALV. STEEL 1 '-0'112- TRACK BRACKETS FASTENED TO = 1 -6 11 WOOD JAlJ65 WITH 5/6"% 1-5/8" 7/16`I.D. ROUND 18 GA GALV. STEEL CENTER HINGE •L- 11'- LAG SCREWS. PUSH NUT FASTENED TO INTER. STILES W/(4)EACH T 11'-6" FASTENER. 914.5/8"SHEET METAL SCREWS. C 36•_2" TYP.2-1/2-X 12 CA GALV. 1 '-0"1 z STEEL TRACK BRACKETS, 1 "14 14 GA GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH 814x5/8" C w ATTACHED TO JAtAB WITH (1) 1 '-0"14 SHEET METAL SCREWS AND (2) t/a"SELF TAPPING SCREWS PER END HINGE. ao 5/16-X 1-5/8-LAG SCREW PER 1 2"GALV.STEEL TRACK FASTENED TO TRACK BRACKET. 14'-0- V 12 CA GALV STEEL TRACK BRACKETS WITH EITHER (2) 1/4"DIA RIVETS OR 2"DIA. 7-1/2`LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. 10" 15'- (•) 1/4"X 5/8"BOLT At NUT PER s—,/z` 1 178z TRACK BRACKET. SECTION C-C 4` PREPARATION OF JAMBS BY OTHERS. LHR BRACKET(2-1/2"•5-3/4-x 12GA) ATTACHED WITH(2) 1/4-r 3/4"SELF TAPPING SCREVlS. 3• TRACK IS ALSO AVAII ABLE _ DOUBLE TRACK LOW HEADROOM OPTION DOUBLE HORIZONTAL TRACK. B p ,%OST .... T0IN �.•.'• NO 6 MANUFACTURING PRODUCT CODE Q/"J�11�•_ SHORT PANEL: PAN-2F153 LONG PANEL: PAN-21`156 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. • zs �'� �•' TEST LOADS: +57.0 P.S.F. & -66.0 P.S.F PART NO.: N/A A Unlcsa Stated Otnertse _Cio a 8585 Ouke Boulevard VINDLOAD RATING �L`'• ?=•?�:� TOLERANCES areNow➢ OH 45040 USA \ /C D P 3 8 i��,�s•C O FI 1 O• G,`%,, .0 3,031 B� Frotacls C'a�npury Fac 1%.513-770,1853 1/1/ o .OD = t.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF .000 3.005 DESIGN ENGINEER: .0000 3.001 DRAWN BY: MAV DATE:3/15/95 SCALE: NTS DWG.R Degrees= ±,/Z' CHECKED BY: -- DATE: -- SHEET 4 OF 4 SIZE 1J SCOTT HAlICEN FN. P.E. Umesa Stated""I"e FLORIDA LICENSE No. 63286 ONENSIONS ARE IN N&l:,. OWG. NO.: 101348 — A/B VER: IBC 4 3 2 G�Ii=00 G �DGQ PRODMC�TJ APPROVAL 16107 _ I February 14, 2013 (Revised 3/25/15) 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 doors with Manufacturing Product Code (MPC) PAN-2F153: 101.348-A-Rev17, max. door size 9'0"" x 1610"; +38/-44 PSF (design load) TABLE 2: Drawings for doors with Manufacturing Product Code PC) PAN-21`156: 101348-A-Rev17, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 3• D with M-a Ljt�cturinq Product Code PC - F 1: 101526-A-Rev19, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 4: Drawings for doors with Manufacturing Product Code (MPC) DSIU-1F171: 104778-Rev03, max. door size 1612" x 16'0"; +46/-52 PSF (design load) TABLE 5: Drawings o doors with Product C D MPCSIE-1F471: 104785-A-Rev03, max. door size 16'2" x 16'0"; +38/-42-0-SF (design load) 104786-Rev04, max. door size 1612" x 16'0", +46/-52 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 for doors with Manufacturing Product Code MPC PAN-2F153; 101348-B-Rev17, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) PAGE 1 of 3 FILE:CBPC_130214-A.2 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-W8 TABLE-7:-Drawincis tQr doors f rin Product Code MPC PAN-2F156: 101348-13-Rev17, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 8: Drawings for doors with Manufacturing Product Code (MPC) DSIE-iF171. 101526-13-Rev19, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 9: Drawings for doors with Manufacturing Product Code (MPC) DSIE-1F471: 104785-B-Rev03, max, door size 16'2" x 16'0"; +38/-42 PSF (design load) Test Reports: ATL-0107,01-13 (2/20/13), ATL-1206,01-12 (1/23/13), ATL-0801,01-12 (8/15/12), ATL-0827,01-12 (10/9/12), ATL-0115,01-13R (3/18/13), ATL-0117,01-13R (3/18/13). 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 (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, 94, 98, 73, 75, 1500, 190, 4RST, 4F, 4RSF, 6RST, 6RSF, 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-2F156: 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. Sections may have 1-5/16" insulation captured in the cavity of the pan section. 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: 76, 76V, 2RST. 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 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, HDG, HDGL, HDGF, 66, 66G, 67, 676, 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 (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: HDP20, HDPF20, HDPL20, 7200, PAGE 2 OF 3 FILE: CBPC 130214-A.2 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-W8 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a given drawing. Product Descriptlon 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 at least structurally equivalent to the tested door: GD2SP, GR2SP, GD21_P, GR2LP, AR2SP, AR21_P, ED2SP, ED21_P, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205, SFR68. Not all models may be shown on a given drawing. Impact-Resistant-Glazing (Molded); 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. Impact Resistant Glazing (Aluminum).1 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 2612. 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 IP, exp. 7/17/18) and NOA 12-0605,05 (Bayer, exp. 8/27/17). 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 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: ,�j HA/l4/ * -i, GENS . �. Sc IAn, E. * : No 63286 Florida P. E. No. 63286 Date: ��S�d�-- '1.13%' �w �� STATE OF �� ,Al , PAGE 3 OF 3 �'OF-#SS/ON A�10%%%% FILE:CBPC_130214-A.2 I 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET: REVISIONS MODELS 1 24 GA 25 GA 25 GA MODELS 25 GA 25 GA 1 O F 4 REV. NO. ZONE: GATE: ECN NO. APPVD; DESCRIPTION .OPAY 84A,94 73. 75 76 CLOPAY GDSS,GRSS -- 17 - 2/11/13 - SH REVISED FOR NEW LOADS. IDEAL 4RST,4Fra 6RST 2RST 'GALLERY' HOLMES 48,48B 142,42H -- HOLMES AR5S -- SHORT PANEL LONG PANEL 'ARTISTRY' IDEAL ED5S D •-MODEL 4F IS FLUSH 'CARRIAGE HOUSE' SHORT PANEL LONG PANEL SHORT PANEL/FLUSH MODELS: (1) INTERMEDIATE STILE BETWEEN EACH D EMBOSS [(3) STILES PER SECTION AT 9'0" WIDE]. EACH INTERM. STILE OPTIONAL GLAZING MAY BE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE ADHESIVE STANDARD OR IMPACT RESISTANT (ALONG CENTER). GLAZING. SEE SECTION B-B ON LONG PANEL MODELS: (3) TOTAL STILES PER SECTION. (1) STANDARD SHEET 2 FOR DETAILS. INTERMEDIATE STILE BETWEEN EACH EMBOSS. EACH STANDARD INTERM. MAX. STANDARD SIZE IS STILE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE 19-1/2-06". IMPACT RESISTANT ADHESIVE (ALONG CENTER). EXTRA INTERM. STILES (1) PER LONG PANEL DOOR HEIGHT H OF q OF U-BARS GLAZING IS 21-5/8"x14-1/8". PER SECTION, FIELD-INSTALLED WITH (4) 08 SMS (PER STILE). SECTIONS MAX DLO SIZE IS 18-1/2"xl1 UP TO 7'0' 4 6 A END STILES ATTACHED TO DOOR 7'3' TO 8'9' 5 8 SKIN WITH PATENTED TOG-L-LOC 9'0' TO 10'6' 6 9 SYSTEM (TOP, BOTTOM, & CENTER). 10'9' TO 12'3' 7 11 SEE END HINGE 12'6' TO 14'0' 8 12 i ¢ VIEW B. G` 14'3' TO 15'9' 9 14 V) C !6'0' ID 15 0 MAX SECTION HEIGHT, 21' 0z SEE INTERMED. HINGE SLIDE BOLT LOCK �U VIEW C. END ENGAGES INTO n N STILE. VERTICAL TRACK. ONE LOCK ON _W KA EACH SIDE OF Ilk c+p _ DOOR. THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE =4 ULTIMATE WINO SPEEDS LISTED BELO1'!ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE(BASED ON �� o TWO POINT LOCKING INSIDE SLIDE BOLT ASCE7-10)FOR THE FOLLOWING CONDITIONS: 1)ENCLOSED o,= INTO TRACK SNAP LATCH ENGAGES LOCK OPTION BUILDING.2) DOOR HAS 2'OF WIDTH IN BUILDINGo , 'S END ZONE.3) END ANY ROOF SLOPE.AND 4)TESTING IN ACCORDANCE WITH X'n ONTO VERTICAL TRACK. STILE. AN51/OASWL 108.SITQUALIFIED CALCULATIONS BY A QUALIFIED �" ONE SNAP LATCH ON DESIGN PROFESSIONAL MAY DIFFER. EACH SIDE OF DOOR, p BULTIMATE WIND 155 160 170 ISO 195 ___ __ B SPEED(MPH) —_— —= OUTSIDE EXPOSURE HANDLE. LOCK BAR CATEGORY B.C.D a,C, 0 B,C E,c B OPTIONAL OUTSIDE KEYED LOCATION OF OUTSIDE END ENGAGES IN LOCK POSITION OPTIONAL VENT KEYED TRACK ON MEAN ROOF HEIGHT 25' 15' 25' 15' 30' HANDLE. . 1 STILE. EACH SIDE _MAX. DOOR WIDTH 9'-0" I EACH INSIDE ELEVATION INSIDE HANDLE OF DOOR. 'CLASSIC' SHORT RAISED-PANEL SHOWN. LONG 'CLASSIC' OUTSIDE KEYED LOCK VlITH OUTSIDE KEYED LOCK WITH AND SHORT 'CARRIAGE HOUSE' ARE ALSO APPROVED. SNAP LATCH LOCK OPTION. LOCK BAR LOCKING, 4,`4411 T"Z7F7 i �� 074x5/8" SHEET t4ANUFACTURING PRODUCT CODE No 63 6/ METAL SCREWS SHORT PANEL LONG PANEL: PAN-2F1563 yDESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. b: ¢E /� Lt 6s'� CV C O TEST LOADS: +57.0 P.S.F. & -66.0 P.S.F. PART NO.: N/A A A O• ST TE OF :��/� �e f Q 1/4"x3/4" SELF Unles:Stated Olne..rss -n'O ay 8585 Duke Bouln•ord VINDLOAD RATING „ .:�� oP:`�, _ t �; oo TAPPING SCREWS a TOLERANCES erg =(!f p Te Sldo.513470-440 8G�o W6 D P 3 8 53 ' (LI fJ O A000 :L.015 0 f.005 DESCRIPTION. CLASSIC AND ICH7RPBSTEEL PAN SC +38/-44 PSF 7 14 GA, END HINGES 18 GA, INTERMEDIATE MINCE .0000 = 1.001 DRAWN BY: IAW DATE: 3/15/95 SCALE: NTS DWG.R DESIGN ENGINEER: R a uj n J I W " " VI W " Degrees = 11/2' CHECKED BY: -- DATE: -- SHEET 1 OF 4 SIZE 1J SCOTT HAMILTON, P.E. r II Unless Slated omen.ss F ORIDA ICENSE NO. 63286 DIAIEN£ION$ARE IH INCHES.DVJG. NO.: 101348 - A/B VER: IBC i 4 3 2 FLOQ0La P OO DD N OT APPROO MAL 16107 4 3 2 1 'CLASSIC'RAISED PANEL EHBDSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET- REVISIONS MODELS 24 GA 1 25 GA 25 ca MODELS 25 GA zs GA 2 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLDPAY 84 A,94 73, 75 76 CLOPAY GDSS,GR55 -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST,4FM 6RST 2RST 'GALLERY' HOLMES 48,48B 42,42H -- HOLMES AR5S -- SHORT PANEL LDNG PANEL 'ARTISTRY' IDEAL ED5S -- D -MODEL 4F IS FLUSH 'CARRIAGE HOUSE' SHORT PANEL LONG PANEL D IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION: SOLID DOORS(NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLA2I14G ARE OPTIONAL DS8 OR 1/8-ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. ' IBC/FBC 2605 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612_ THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REOLAREHEI_TS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR VANDSORNE DEBRIS CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC). SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) SECTION B—B (NON—IMPACT RESISTANT GLAZING OPTION) C DETAIL'D' C FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN jA- IMPACT-RESISTAI_T FRAME. t25 OPTIONAL DECORATIVE225 MULTIPURPOSE HIGH BOND TAPE SNAP-IN INSERT (BETWEEN FRAME AND FACADE). DECORATIVE FROM FACADE. � II GLAZING MOLDED INSIDE STRUCTURAL SILICONE SEALANT LITE RETAINER. #80/4" PAN HEAD S,CREt'! (BETIVEEN STEEL SKIN AND FRAME). (10 SCREWS PER LITE). ' IMPACT RESISTANT ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME W17H B MOLDED GE LEXAN (10) #8 z 3/4"PAN HEAD MACHINE SCREWS. SLX2432T FROM B FRAME&GLAZING. IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 101348-A DRAWING 101348-B NEF HANUFACTURLNG PRODUCT CODE SHORTPANEL PAI_-2F153 LONG PANEL: PAN-2F156 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S_F. PART NO.: N/A TEST LOADS: +57.0 PS.F. & -66.0 P.S.F. A S :�� Unless Steeea otherwise =C�npay 8585 Duke Boulerord YINDLOAD RATING Q• u I.Iu,cn,ON 45040 USA W 6 D P 3 8 o�O R,O p;��,�� TOLERANCES ore V Tel.No.513-770-4800 .0 1.031 VM;. Nedats Cangoy Fos Ho.513-770-4853 �e',SSjONIaI E��`�` .00= =_.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF 11W .000- t.005 DESIGN ENGINEERI .0000- d:.001 DRAWN BY: MVI - DATE: 3/15/95 SCALE: NTS DwG.R Degrees = d:l/2' CHECKED BY: - DATE: -- SHEET 2 OF 4 SIZE JJ SCOTT HAMILTON, P.E. Umos Staled Omeo.ae FLORIDA LICENSE No. 63286 DIMENSICHs ARE IN INCHES,DWG. NO.: 101348 - A/B VER: IBC 4 3 2 FL0M0La PRODUCT app R OO VAL 161077 .t 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET, 'REVISIONS MODELS 24 Ga 25 GA 25 GA MODELS 25 GA 25 Ga 3 OF 4 REV_ NO. ZONE: OATE: ECN NO. APPVD: DESCRIPTION CLOPAY 84A,94 73,75 76 CLOPAY GD5S,GR5S -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST, 4Fx 6RST I 2RST 'GALLERY' HOLMES 48. 48B 42,42B -- HOLMES ARSS -- SHORT PANEL ILONG PANEL 'ARTISTRY' IDEAL 3"TAIL U-BAR D x -MODEL 41` IS FLUSH 'CARRIAGE HOUSE' A. GALV. STEEL SHO TDSS PANEL LONG PANEL 'I r 2"THICK MIN. YEILD STRENGTH: 50 KSI D VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): 1-7/8" 3/8"x3" LAG SCREWS ON 24"CENTERS. 1-1/8" O.D. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. ' 12 GA. GALV_ STEEL TOP VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2,000 PSI MIN CONCRETE COLUMN): ROLLER BRACKET. EACH 3/8"x3" SLEEVE ANCHOR BOLTS ON 22" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS BRACKET ATTACHED TAL INCLUDED WITH SLEEVE ANCHORS. �'14z5/8" SHEET METAL OR SCREWS. 1/4"x3" TAPCON SCREWS ON 19" CENTERS (2,000 PSI MIN. CONCRETE) OR 10" CENTERS 25 GA. MIN. G-40 GALV. SHIP LAP JOINTS. (C-90 BLOCK). 1` O.D. WASHERS REQUIRED WITH TAPCONS. STEEL SKIN WITH A ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING BAKED-014 PRIMER AND SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. A BAKED-ON POLYESTERTOP COAT APPLIED TO 14 GA. GALV. STEEL END HINGE C OTHER JAMB CONFIGURATIONS: REFER TO DASAIA TDS-161. A LICENSED DESIGN BOTH SIDES OF STEEL FASTENED TO END STILES W/(4) EACH PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAA4B SKIN. {/14x5/8" SHEET METAL SCREWS & (4) CONFIGURATIONS. 1/4" SELF TAPPING SCREWS. O PREPARATION OF JAMBS BY OTHERS NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE 3" TALL x 20 GA. GALV. STEEL U-BARS RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION, ONE U-BAR ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED WITH (2) 1/4"x3/4" SELF TAPPING SCREWS PER STILE LOCATION. B B 13 GA- GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) (14x5/8' SHEET METAL SCREWS TALUIAINUM EXTRUSION &VINYL WEATHERSTRIP. HApSECTION A-A (SIDE VIEVd) %2 N 6 * MANUFACTURING PRODUCT CODE �. SHORT PANEL- PAN-21`153 LONG PANEL:PAN-2F156 DESIGN LOADS: +38.0 PS.F. & -44.0 P.S.F. /PART NO.: NIA 27(� x z TEST LOADS: +57.0 P.S.F & -66.0 P.S.F. A E OF �` Vntass Stated Other"Ise =G�opay 8565 Duke Baulevord WINDLOAD RATING o• �,= Noson,ON 45040 USA ��6 D P 3 8 C O R)04 =O�' TOLERANCES aro Tel.No.513-770-4800 DO = t 005 DESCRIPTION: CLASSIC ANDCIARPB STEEL PAN SC +38/-44 PSF DESIGN ENGINEER: Degre22 - t.001 DRAIVN BY: MW-- DATE: 3/15/95 SCALE: NTS DWG.R SCOTT HAMILTON, P.E. UMcss Stated Other«ee CHECKED BY. DATE: - SHEET 3 OF a SIZE !J FLORIDA LICENSE No. 63286 Dd/CN6101JS NIC IN INCHES. DWG. NO.: 101348 - A/6 VER: IBC 4 3 2 FLOO RMOQ p OOMOr ARYPROO VAL 16107 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET, REVISIONS MODELS 24 GA zs ca zs GA MODELS 25 GA zs ca 4 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 1 BILA,94 73, 75 76 CLOPAY GD5S,GR5S -- 17 - - - - SEE REVISION HISTORY 014 SHEET ONE. IDEAL 4RST, a1`• 6RST 2RST 'GALLERY' HOLMES 1 48,4BB 142.42B -- HOLMES AR5S -- SHORT PANEL LONG PANEL 'ARTISTRY' • IDEAL -MODEL 41` IS FLUSH 'CARR7HDUSE' EDSS -- D SHORT PANEL LONG PANEL D 2"TRACK CONFIGURATION DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION, HORIZONTAL TRACK �..'rASROD: CALV.STEEL FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR WITH (3)5/16"X 1-5/8`LAG SCREWS HEIGHT "L•' INSTALLER(TO SUIT). O TRACK WITH(Z) 1/4`RIVETS. 6--6- 70- --0- NOTE,TRACK CONFIGURA710N 7-0" 76- 2.6 SYP WOOD JAMB.SEE OPTIONAL STOP MOULDING BY INSTALLER(TO SUR). O E. 7--6- JAMB PREPARATION NOTE". 16 GA GALV. STEEL END STILE. ABOVE THE DOOR OPENING DOES io SPAC114G NTE 30`O.C.NOTAFFECT THE''WINO LOAD RATING OF THIS DOOR. B'-6` "8 2"GALV. STEEL TRACK 9'-0"1 c 9'-6"106" 2-1/2"X 12 CA GALV. STEEL - TRACK THICKNESS: O.BB3 a O'-O ii TRACK BRACKETS FASTENED TO I 1 -6' 118" WOOD JAIJBS WITH 5/6"X 1-5/8` 7/16`I.D. ROUND 18 GA CALV.STEEL CENTER HINGE u "L^ 1 V-.0" LAG SCREWS. PUSH NUT FASTENED i0 INTER.STILES tY/(4)EACH 11'-6`130- FASTENER. #14x5/8"SHEET METAL SCREWS. T . 36"±2" TYP.2-1/2"% 72 CA GALV. C z STEEL TRACK BRACKETS. 1 •-6`142" 14 GA GALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH 114x5/8` w ATTACHED TO JAMB WITH (1) 1 -0`14 " SHEET METAL SCREWS AND(2) 1/4"SELF TAPPING SCREWS PER END HINGE. ao 5/16`X 1-5/8`LAG SCREW PER 1 2"GALV.STEEL TRACK FASTENED TO TRACK BRACKET. 14'-0"1W 12 CA GALV STEEL TRACK BRACKETS WITH EITHER (2) 1/4"DIA.RIVETS OR 2"DIA. 7-1/2LONG STEM. 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. 172- (1) 1/4"X 5/8"BOLT&NUT PER SECTION C-C TRACK BRACKET. i6'-O"t 4" PREPARATION OF JAMB$ BY OTHERS. LHR BRACKET(2-1/2"x 5-3/4"x 120A) ATTACHED WITH(2)1/4-x 3/4"SELF TAPPING SCRE4/5. 3^TRACK IS ALSO AVAILABLE, DOUBLE TRACK LOW HEADROOM OPTION 1 DOUBLE HORIZONTAL TRACK. B B Its`,4Lttt '0"JI �.�`oI-C HAM/4r''% yG.-`C ENg�'�iy��' NO 6 MANUFACTURING PRODUCT CODE ,k �� *:, SHORT PANEL: PAN-21`153 LANG PANEL: PAN-2F156 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. PART NO.: N/A y zylr+ TEST LOADS: +57.0 P.S.F. & -66.0 P.S.F. A A 9'. STA E F Unless Staten otnes.sse Clopay 8585 Duke Boulevard WIN➢LOAD RATING %O. P,.•��(/ 040 USA TOLERANCES are ie No.SH3-77D--4800 W 6 D P 3 8 ". O..1�. �� .0 = 3.031 8sil&oq Praduds Ca.%P.T Fox No.513-770-4853 , oo = ±.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF ,A 7tt� .000 = ±.005 DRAWN BY: MW DATE:3/15/95 SCALE: NTS DESIGN ENGINEER 9000D= ±• -- — DING. De rces= :"/Z* CHECKED BY: DATE: - SHEET 4 OF 4 ISIZE SCOTT HAMILTON, P,E. Unless Stolid Otner+:se FLORIDA LICENSE N . 63 86 OVdENS10NS ARE IN INCHES.DWG. NO.: 101348 -AIB VER: BC 4 3 2 FLORMA p ODD MCT APPROVAL VAL 161077 III s February 14, 2013 (Revised 3/25/15) 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 doors with Manufacturing Product Code (MPC) PAN-2F153: 101348-A-ReV17, max. door size 9'0"" x 1610"; +38/-44 PSF (design load) TABLE 2: Drawings for doors with Manufacturing Product Code (MPC) PAN-217156: 101348-A-ReV17, max. door size 910"" x 16'0"; +38/-44 PSF (design load) TABLE 3` Drawings far door§ wltb Mari ufac urine Product Co e(MPC) DS . -1F171: 101526-A-Revl9, max. door size 9'0"" x 16'0"; +38/-44 PSF Cdesign load) TABLE 4: Drawings for doors with Manufacturing Product Code (MPC) DSIU-1F171:_ 104778-Rev03, max. door size 1612" x 1610"; +46/-52 PSF (design load) TABLE 5: Drawings for doors with a ct Code (MPQ DSIE-1F471: 104785-A-Rev03, max. door size 1612" x 16'0"; +38/-42 PSF (design load) 104786-Rev04, max. door size 1612" x 16'0"; +46/-52 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 for doors with Manufacturing Product Code (MPC) PAN-2F153: 7.01348-B-Rev17, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) PAGE 1 of 3 FILE: CBPC_130214—A.2 EVALUATION REPORT FOR CLOPAY BUILDING PRoDuc7rs COMPANY SECTIONAL GARAGE DOORS,W6-WS TABLE 7: Urawlngs for'doors with Manufacturing Product Code (MPQ PAN-2.F156: 101948-13-RevW, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 8: Drawings for doors with Manufacturing Product Cade QM1PPQP_%g-1f 121. 101526-13-Rev19, max. door size 910"" x 16'0"; +38/-44 PSF (design load) 14OL-E 9: Dravy - fordo-AES-La -ufacturino Product Code (MPC) DSIE-1F471• 104785-8-RevO3, max. door s 12-1 x 16'0"; +38/-42 PSF (design load) Test_Rgports., ATL-0107.01-13 (2/20/13), ATL-1206.01-12 (1/23/13), ATL-0801.01-12 (8/15/12)1 ATL-0827.01-12 (10/9/12), ATL-0115-01-13R (3/18/13), ATL-0117.01-13R (3/18/13). These reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. Description for doors with MPC PAN 2F153, These doors consist of 21'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: 84A, 94, 98, 73, 75, 1500, 190, 4RST, 4F, 4RSF, 611ST, 6RSF, 48, 4813, 42, 42B, 55, 55S, GD5S, GD5SV, GRSS, GRSSV, AR5SJ1 ARSSV, EDSS, ED5SV. Not all models may be shown on a given drawing. -Product Descrlotlon for doors with MPC P8N-21=156: 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, Sections may have 1-5/16" Insulation captured In the cavity of the pan section. 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: 76, 76V, 2RST. 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 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, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, 6200, 6201, 6203, SP200f SF200, SE200. Not all models may be shown on a given drawing. .Pr-oduct Description for doors with MPC DSIV 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. (0,01611) 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; HDP20, HDPF20, HDPL;W, 7200, PAGE 2 OF 3 FILE: CBPC-130214-A.2 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-W8 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. 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-Reslstant 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: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205, SFR68. Not all models may be shown on a given drawing. ImpactResistantGlazing (Mo"e 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 FSC-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. Impact,Resistant Gazinurninum); 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 2612. Approved polycarbonate materials are Sabic IP Lexan 9034 (versions also approved: MR10, 9030, 90318, 90316, 90317, 90311, 90314, 90355) and Sayer Makrolon GP (versions also approved: SL, AR, 15). Approval based on review of NOA 13-0717.01 (Sabic IP, exp. 7/17/18) and NOA 12-0605.05 (Bayer, exp. 8/27/17). 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 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: 0001111 It fill,,'0�. '�j HA44/4 .......... �6 S c No 63286 Z Florida P. E. No. 63286 STATE OF /[/Z Date: (_�', 0 0 R PAGE 3 OF 3 A FIM.C8PC_130214-A.2