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Home My WebLink AboutProduct Approval ` 7/29/2019 Florida Building Code Online e � o g o ♦ A A A • ionn SCIS Home Log In l User Registration Hot Topic I Submit Surcharge Stats&Facts Publications I Contact Us BCIS;Site Map' Links I Search Florida F ro.Product Approval TyUSER:Public User RECEIVED Product Approval Menu>Application Detail JUL 30 2919 • FL# FL16546-R11 - Application Type Revision �, LUCie COunty, Permitting. Code Version 2017 Application Status Approved Comments ArchivedF1 J Product Manufacturer Clopay Building Products Compan Ukj 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 _J Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Scott Hamilton 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 FL16546 R11 COI Certification of Independence of Validation Entity= Gary Pfuehler 2016-02-19.pdf FL16546 R11 COI Statement on Independence of Evaluation Entity- ScottHamilton 2016-02-19.pdf Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 .ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUMAguiPw2FMmFvBgsvYdca%2fzGZWcCAmK5Q%3d%3d 1/6 ~ 7/29/2019 Florida Building Code Online Certified By Florida Licensed Professional Engineer or Architect FL16546 R11 Equiv 20170809-FBC-DASMA 108 eouiv.pdf FL16546 R11 Equiv 20170809-FBC-DASMA 115 equiy.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/18/2018 Date Validated 02/13/2019 Date Pending FBC Approval 02/13/2019 Date Approved 04/16/2019 Summary of Products Go to Page Page 1/4 FL# Model,Number or Name Description 16546.1 01 W5-16-HY PAN-21`153/6: 73, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'0"wide) 1500,75,76, 190,84A, 94,42,42B, WINDCODE@ W5 Garage Door 48,48B, 55,4F,4RST,6RST,4RSF, 6RSF,GDSS,GDSSV,GRSS,GRSSV, ARSS,ARSSV,ED5S, EDSSV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 Rll II 101922-A-RevlS.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: +32 PSF/-32 PSF Evaluation Reports Other:Solid doors(no glazing)or doors with optional impact- FL16546 Rll AE CBPC 131211-A.pdf resistant glazing are impact-resistant(large missile impact). Created by Independent Third Party: No 16546.2 02 W5-16-HY PAN-2F153/6: 73, Steel Pan(min. 25 ga.) Double-Car(97"to 16'0"wide) 1500,75,76, 190,84A, 94,42,42B, WINDCODEO W5 Garage Door 48,48B, 55,4F,4RST,6RST,4RSF, 6RSF,GDSS,GDSSV,GRSS,GRSSV, ARSS,ARSSV, ED5S,EDSSV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 Rll II 101922-B-RevlS.pdf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +32 PSF/-32 PSF Evaluation Reports Other:The standard glazing available for this product meets FL16546 Rll AE CBPC 131211-A.pdf the wind load requirements of the building code but DOES NOT Created by Independent Third Party: No meet the impact resistant requirement for windborne debris regions. 16546.3 03 W8-16 PAN-2F443: GD4S,GR4S, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double- ED4S,AR4S Car(9'2"to 16'2"wide)WINDCODE@ W8 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16546 R11 II 104791-RevO5.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: +46 PSF/-52 PSF Evaluation Reports Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors(no FL16546 Rll AE CBPC 131211-A.pdf glazing) or doors with optional impact-resistant glazing are Created by Independent Third Party: No impact-resistant(large missile impact). 1 16546.4 04 W6-16 PAN-2F153: 73, 1500,75, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'2"wide) 190,84A,94,42,42B,48,48B,55, WINDCODE®W6 Garage Door with Optional Impact-Resistant 4RST,6RST,4RSF,6RSF,GDSS, Lites GDSSV,GRSS,GRSSV,ARSS, ARSSV, ED5S, EDSSV Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16546 Rll II 104710-A-Rev03.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(no FL16546 R11 AE CBPC 131211-A.pdf standard glazing)are impact-resistant(large missile impact). Created by Independent Third Party: No https:/Iwww.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUMAgu]Pw2FMmFvBgsvYdca%2fzGZWcCAmK5Q°/`3d%3d 2/6 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS DOOR HEIGHT 0 OFU OF U-BARS SHEET, REVISIONS SECTIONS 1 OF 4 REV. N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION MODELS 24 GA 24 GA INS 25 GA 25 GA INS 25 GA 25 GA INS UP TO 7'0' 4 8 CLOPAY 84A, 94 -- 73, 75 1500,190 76 76V 7'3' TO 8'9' 5 10 15 - 9/2016 - SH I UPDATED U-BAR DESCRIPTION. IDEAL 4RST,4F■I 4RSF I 6RST 6RSF2RST - 9'0' TO 10'6' 6 12 HOLMES 48,480 - 42, 42B 55,S. - 10'9' TO 12'3' 7 14 SHORT PANEL LONG P 1 12'6' TO 14'0' 6 16 D r -MODEL 4F IS FLUSH 14'3' TO 15'9' 9 IB D 16'0' 10 20 MAX SECTION HEIGHT, 21' "CLASSIC" SHORT PANEL DESIGN.SHOWN. GALLERY SHORT PANEL AND "CLASSIC" 'CLASSIC'RAISED PANEL EMBOSS DOORS A LONG PANEL ALSO APPROVED. SEE TABLES AT LEFT FOR DETAILS. SHORT PANEL LONG PANEL i OPTIONAL GLAZING MAY BE 9 OF INTERN q OF INTERN. R OF STD q OF CONK N OF INTERN IMPACT-RESISTANT OR STANDARD DSB OR DDDR WIDTH ➢QOR WIDTH STILES HINGES INTERK STILES INTERN STILES HINGES BETTER). SEE SECTION B-B ON SHEET TWO 9'2' TO 9'10' 1 1 9'2'TO 11'2' 1 0 7 FOR DETAILS. GLAZING MAY BE IN TOP OR IO'O'TO tl'lo• 2 2 11'4'TO u'10' 2 1 2 INTERMEDIATE SECTION (SHOWN IN 12'0' TO 13'10' 3 2 15'0'TO 16.2' 3 2 3 INTERMEDIATE SECTION). 16'0'TO 16.2' 5 3 SESTILES ONE N07E LONGPOW GANELN DOORS. / / / / / // / / / / VIEWSHO "GLAZING ONLY. VIEW "B". 'CARRIAGE HOUSE' 'CARRIAGE HOUSE'RAISED PANEL RAISED PANEL EMBOSS➢DORS SHORT EMBOSS DOORS V C MODELS 25 GA 25 GA INSDOOR WIDTH q OF INTERN.q OF INTERN. GlC VIEW "C". CLOPAY STILES HINGES C GALLERY' GD5S,CRSS G05SV,GR5SV 9'2• TO 10'0' 1 .1 20 GA. END STILES ATTACHED TO C MES 10.2'TO 11'4' N/A N/A o DOOR SKIN WITH PATENTED 'ARTISTRY' AR5S AR5SV 11.6' 70 1310' 3 2 TOG-L-LOC SYSTEM (TOP, BOTTOM & IDEAL'CARRIAGE l4'0•TO 16'0' 5 3 CENTER).ATTACHED TO TOP AND HOUSE' E➢SS EDSSV BOTTOM RAIL WITH PATENTED TOG-L-LOC SYSTEM. SHORT PANEL TWO POINT LOCKING THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE INTO TRACK. ULTIMATE WIND SPEEDS LISTED BELOW ACCORDINGTO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE(BASED ON Li e e m oom —ve ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED a BUILDING,2)DOOR HAS 2'OF WIDTH W BUILDING'S END ZONE,3) A OPTIONAL OUTSIDE KEYED LOCK POSITION. ANY ROOF SLOPE,AND 4)TESTING IN ACCORDANCE WITH MAX. DOOR WIDTH = 16'-0" ANSI/OAS"A 10& SDE-SPECIFIC CALCULATIONS BY A OUAURED INSIDE ELEVATIONS SNAP LATCH ENGAGES DESIGN PROFESSIONAL MAY DIFFER LOCATION OF OPTIONAL VENTS. TOTAL ONTO VERTICAL TRACK. ULTIMATE WIND VENT OPENINGS: 60 IW PER VEHICLE. ONE SNAP LATCH ON B SPEED CMPH) 140 145 150 160 175 EACH SIDE OF DOOR. END B EXPOSURE B,C,D B, C,D B,L B,C B STILE CATEG13RY MEAN ROOF HEIGHT 25' 15' 25' Is, 30• EXTRA STILES FOR LONG—PANEL MODELS. SLIDE BOLT'LOCK OUTSIDE ADDITIONAL 18 GA.COMMERCIAL INTERM. STILES REOUIRED AS NOTED ON ENGAGES INTO END THE TABLES ABOVE. ENO VERTICAL TRACK. KEYED STILE. OUTSIDE THESE COMMERCIAL CENTER STILES ARE ATTACHED MIDPOINT BETWEEN THE STILE. rr ONE LOCI( ON HANDLE. HANDLE. LOCK BAR EXISTING RESIDENTIAL CENTER STILES. COMMERCIAL CENTER STILES ARE EACH SIDE Of ENGAGES IN —*T ATTACHED WITH TOG-L-LOC(TOP&BOTTOM)OR (4)3/I6'POP RIVETS INSIDE HANDLE TRACK ON OR(4)#8 SHEET METAL SCREWS. DOOR. OUTSIDE KEYED LOCK WITH EACH SIDE SNAP LATCH LOCK OPTION OF DOOR. 0GEAI g' INSIDE SLIDE BOLT OUTSIDE KEYED LOCK WITH LOCK OPTION. � {)14x5/B"SHEET LOCK BAR LOCKING. �. o 6 '.�.^ METAL SCREWS MANUFACTURING•PRODUCT CODE MIN, 25 GA. ODORS MPC PAN- F1 /6 SHORT PANEL: PAN-2F153 O DESIGN LOADS: +32.0 P.S.F. & -32.0 P,S.F. LONG PANEL: PAN-2F156 b: LS`!4 T Lr TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO.: N/A A �9 STXE OF .I1/�� 1/4"x3/4"SELF Unlca Melee Olney it 8585 Duke Bou:evard V]NOLOAO RATING A /4/, TAPPING SCREWS a 11e� Td.N;51-770-USA 8DO <O R 1 o P, ��,. i o o TOLERANCES o,i &%IN P[ 'OC-xv Fa He.513.770 4M W5 DP32 4 0 NAS � O .00= t.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN OC +32/-32 PSF .ODD= f.005 14 GA. END HINGES 18 GA. INTERMEDIATE MINCE .0000 = t.001 DRAWN BY. MW1V DATE: 1/26/96 SCALE: NTS DESIGN ENGINEER: W " ' Degrees = f 1/2' DWG. CHECKED 8Y: -- DATE: -- SHEET 7 OF 4 SIZE SCOTT HAMILTON, P.E. unte,a slolea otne,,,tee FLORIDA LICENSE ND. 63281 DIMENSIONS ARE IN INCNEM.DWG. NO.: 101922 VER: IBC 4 3 2 1 ' 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' SHEET- REVISIONS RAISED PANEL EMBOSS DOORS 2 OF 4 MODELS 24 GA 124 GA INS 25 GA 25 GA INS 25 GA 25 GA INS MODELS 25 GA 25 GA INS REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 84A, 94 -- 73,'. 1500,190 76 76V CLOPAY 15 - - - - SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST,4F• 4RSF 6RST 6RSF 2RST - 'GALLERY' GOSS,GRSS GDSSV,GRSSV HOLMES 48,488 -- 42,42DI 55,55S -- -- HOLMES ARSS ARSSV SHORT PANEL LONG PANEL 'ARTISTRY' D r-MODEL 4F IS FLUSH IDEALHOUSERIAGE EDSS EDSSV D SHORT PANEL IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION: SOLID COORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8"ACYRUC UTES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTIX OR LUCRE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. 18C/FBC 2606. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE THE ENITRE 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 REQUIREMENT FOR WINDBORNE DEBRIS CODE AND MEETS THE IMPACT-RESISTANT REQUIREMENTS (REF. CHAPTER 16 FBC/IBC). REGIONS (REF. CHAPTER 16 FBC/IBC). SECTION B-B (IMPACT-RESISTANT GLAZING OPTIONS SECTION B-B (NON-IMPACT RESISTANT GLAZING OPTION) <✓ K �DETAII'D' C FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN AI IMPACT-RESISTANT FRAME. OPTIONAL DECORATIVE 2.25 MULTIPURPOSE HIGH BOND TAPE 125 SNAP-IN INSERT. (BETWEEN FRAME AND FACADE). DECORATIVE FRONT FACADE. it w GLAZING r MOLDED INSIDE / STRUCTURAL SILICONE SEALANT LITE RETAINER. f (BETWEEN STEEL SKIN AND FRAME). 1f81t3/4" PAN HEAD SCREW �� (10 SCREWS PER LITE)_ IMPACT RESISTANT ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH MOLDED GE LEXAN (1D) 18 s 3/4"PAN HEAD MACHINE SCREWS. B SLX2432T FRONT B FRAME K GLAZING. IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 101922-A DRAWING 101922-B 5;•��G SF•.•'L � MANUFACTURING PRODUCT CODE N 632 8 MIN, 25 GA. DOORS. MPC PAN-21`153/6 #' � SHORT PANEL' PAN-21`753 lll... DESIGN LOADS: +32.0 P.S.F. & —32.0 P.S.F. LONG PANEL- PAN-21`156 TEST LOADS: +48.0 P.S.F. & —48.0 P.S.F. PART NO.: N/A A t STATE OF .��i`�i,p�s••c•< R O P�\�+�` 8585 Duke Bolevad VINDLOAD RATING hL • � ON 45000 USA are Clopay FUl%.513781 .O 3.031BAcEng Products Compaq c.No -7-85WS DP3 2 A .00 = tAlS DESCRIPTION: CLASSIC.AND CH RP STEEL PAN DC +32/-32 PSF SIJ ts111 __j 000 = 3.005 DESIGN ENGINEERI DegOees= 3.1%2 DRAWN BY: MWW DATE: 1/26/96 SCALE: NTS DWG.R SCOTT HAMILTON, P.E. Unless Staled Ome..,t.e CHECKED 8Y: -- DATE: -- SHEET 2 OF 4 S2E 1J FLORIDA LICENSE No. 63286 DIMENSIONS ME IN INCHES. DWG. NO.: 101922 VER: DSC 4 3 2 1 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' SHEET, REVISIONS RAISED PANEL EMBOSS DBORS 3 OF 4 MODELS 24 GA 24 GA INS 25 GA 25 GA INS 25 GA 25 GA INS MODELS 25 GA 25 GA INS REV. N0. ZONE: DATE: ECN N0. APPVD: DESCRIPTION CLOPAY 84A,94 -- 73, 75 1500,190 76 76V CLOPAY 15 - - - - SEE REVISION HISTORY ON SHEET ONE_ IDEAL 4RST,4Fr 4RSF 6RST 6RSF 2RST 'GALLERY' GD55,GRSS GDSSV,GRSSV HOLMES 48, 48H 1 -- 142,42DI 55,55S -- -- HOLMES AR5S AR5SV SHORT PANEL LONG PANEL 'ARTISTRY' 3" TALL U-BAR. D • - IDEAL USEN'CARRIAGEEDSS EDSSV f"-2"THICK ; . A. GALV. STEEL. MODEL 4F IS FLUSH YIELD STRENGTH: 80 KSI. p SHORT PANEL "80"80 KSI" STAMPED ONTO U-BAR. IN THE CASE OF GYPSUM WALLBOARD LOCATED AT OR NEAR THE DOOR OPENING LOCATION THERE ARE TWO _-� 3„ r ACCEPTABLE ALTERNATIVES: 25 GA. MIN. G-40 GALV. 1-7/1- L 1)THE WALLBOARD CAN BE CUT AWAY FROM THE DOOR OPENING AND 2X6 SOUTHERN YELLOW PINE WOOD JAMBS STEEL SKIN WITH A -r MOUNTED DIRECTLY TO THE SUPPORTING STRUCTURE TO CREATE THE MOUNTING SURFACE. ALTERNATIVELY, THE BAKED-ON PRIMER AND A BRACKETS MAY BE ATTACHED DIRECTLY TO THE SUPPORTING STRUCTURE. SEE DETAIL BELOW. THE CENTER OF BAKED-ON POLYESTER TOP SCREW HOLE MUST BE AT LEAST X• FROM BOTH EDGES FOR A 5/16' LAG SCREW. COAT APPLIED TO BOTH 712 GA. GALV. STEEL TOP ROLLER 2)IF THE WALLBOARD IS NOT CUT AWAY TO EXPOSE THE UNDERLYING STRUCTURE (WOOD FRAMING MEMBERS), A SIDES OF STEEL SKIN. RACKET. EACH BRACKET ATTACHED 2X6 SOUTHERN YELLOW PINE WOOD BUCK OVER SHALL BE INSTALLED THE WALLBOARD FRAMING THE OPENING BRACKET. USING THE JAMB ATTACHMENT FASTENERS LISTED BELOW. HOWEVER, THE JAMB ATTACHMENT FASTENERS MUST IL W/(4) H14x5/8" SHEET METAL BE OF A SUFFICIENT INCREASED LENGTH TO ACCOUNT FOR THE THICKNESS OF THE WALLBOARD TO ENSURE SCREWS. PROPER FASTENER EMBEDMENT INTO THE STRUCTURAL FRAMING MEMBERS OF THE SUPPORTING STRUCTURE. 1/2' FROM EDGE BOTTOM OF SECTION: U-BAR PLACED SHIP LAP JOINTS. ABOVE OF LEAF HINGE AS SHOWN. C 14 GA. GALV. STEEL END HINGE C FASTENED TO END STILES W/(4) EACH #14x5/8" SHEET METAL SCREWS & (4) 1# DENSITY POLYSTYRENE FOAM 1/4" SELF TAPPING SCREWS. INSULATION 1-5/16" THICK WITH VINYL HAIRCELL BACKER V 3/8`0" LAG SCREWS (1-1/2" EMBED) ON 24" CENTERS_ 1-1/8" MIN. O.D. WASHER REQUIRED. LAG SCREWS MAY TOP OF SECTION: U-BAR PLACED ON ERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): (INSULATED MODELS ONLY)_ TOP OF LEAF HINGE AS SHOWN. BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. • VERTICAL JAMB ATTACHMENT CC-90 BLOCK OR 2.000 PSI MIN. CONCRETE COLVMNI: 3"TALL x 20 GA, GALV. STEEL U-BAR. 3/8"x3" SLEEVE ANCHOR BOLTS (1-1/2" EMBED) ON 17" CENTERS 2,000 PSI MIN.-CONCRETE. WASHERS ONE AT THE TOP OF EACH SECTION AND INCLUDED WITH SLEEVE ANCHORS. ( ) ONE AT THE BOTOF EACH SECTION. OR EACH U-BAR ATTACHED ED WITH (2) 1/4"x3"TAPCON SCREWS (7-1/2" EMBED) ON 14" CENTERS (2,000 PSI MIN. CONCRETE) OR 8" CENTERS (C-90 1/4"x3/4" SELF TAPPING SCREWS PER B BLOCK). 1" MIN. O.D. WASHERS REQUIRED WITH TAPCONS. STILE LOCATION. B ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. OTHER JAMB CONFIGURATIONS: REFER TO DASMA TDS-161. A LICENSED DESIGN PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB CONFIGURATIONS. 13 GA. GALV. STEEL BOTTOM BRACKET. NOTE:THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE ATTACHED WITH (2) N144/B" SHEET METAL SCREWS PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES ALUMINUM EXTRUSION FOR THE LOADS LISTED ON THE DRAWING. & VINYL WEATHERSTRIP. t�`��O�t SECTION A-A (SIDE VIEW) �••,SC �IGENgE,�2�i � NO 63 8 •• MANUFACTURING PRODUCT CODE MIN, 25 GA. DOORS, MPC PAN-21`153/6 SHORT PANEL PAN-2F153 • vr• "' DESIGN LOADS: +32,0 P,S.F. & -32.0 P.S.F. LONG PANEL: PAN-21`156 "4; tt/Z? /•2 TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO.: N/A ^ A 9'• STATE O 4�t7 UN—Stoted 01ne-i- _ 8585 Duke Bwlerord VINDLOAD RATING A • �/ 6laso,,OH 45040 VSA TOLERANCES ore Clopay Td.Bo.513-770-4800 .` .0 3.031 8eDlinq Pm"d `�/O-puy F..No.513-770-4853 �'v 5 D P 3 2 �'�i7S�70NA , 000 = 3.005 DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF DESIGN ENGINEER: .0000= 3.Do1 DRAWN BY: MWW DATE: 1/26/96 SCALE: NTS OWG_R Degrees= 31/2' CHECKED BY: -- DATE: -- SHEET 3 OF 4 SIZE L SCOTT HAMILTON, P.E. UN—Stored Oth—i,e FLORIDA LICENSE No, 63286DNENSIONS ARE IN INCHES.DWG. NO.: 101922 VER: IBC 4 3 2 1 4 3 2 1 ' 'CARRIAGE HOUSE' SHEET- REVISIONS CLASSIC'RAISED PANEL EMBOSS DOORS RAISED PANEL EMBOSS DOORS 4 OF 4 MODELS 24 GA 24 GA INS 25 GA 25 GA INS 25 GA 25 GA INS MODELS 25 GA 25 GA INS REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 84A,94 -- 73, 25 1500,190 76 76V CLOPAY 15 - - - - SEE REVISION HIS70RY ON SHEET ONE. IDEAL 4RST,4Fw 4RSf •6RST 6RSF 2RST 'GALLERY' GDSS,.GR5S GD5SV,GRSSV HOLME5 48.480 I -- 142,42BI 55,55S -- -- HOLNES ARSS AR5SV SHORT PANEL LONG PANEL "ARTISTRY' D x -MODEL 4F IS FLUSH IDEALHDUSERIAGE EDSS ED5SV D SHORT PANEL 2"TRACK CONFIGURATION, DOOR COUNTERBALANCE SYSTEM JAIAB CONFIGURATION. HORIZONTAL TRACK 13 CA GALV.STEEL FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR JAMB WRH(3)5/16"X 1-5/8-LAG SCREWS HEIGHT "L" INSTALLER(TO SUIT). AND 7D TRACK WITH(2) 1/4"RIVETS. 6•_ NOTE:TRACK CONFIGURATION 7'-0" 2x6 SYP WOOD JAMB.SEE OPTIONAL STOP MOULDING BY INSTALLER(TO SUIT). 7'-6" "JAMB PREPARATION NOTE". u r�^tr ABOVE THE DDDR OPENING DOES AS ROD:SPACING ME SD"O.C. _!�.'. Se", 20 GA CALV.STEEL END STILE. NOT AFFECT THE WIND LOAD = 8'-0" " '�F °%°'°'F 20 GA MIN.GALV.STEEL INTERM_STILE. RATING OF THIS DOOR. 8-6" 4" a62"f4" 2'GALV.STEEL TRACK, 9-O TRACK THICKNESS:0.060". 9-6" 2-1/2"X 12 CA GALV.STEEL II 10"-0" TRACK BRACKETS FASTENED TO 10"-6" i WOOD JAMBS WRH 5/6"X i-5/8" 18 GI GALV.STEEL CENTER HINGE 2 -L. 11'-0"1 " LAG SCREWS. FASTENED TO INTER.STILES 14/(4)EACH = 11-6'1 0" NU76FASTENERUNO PUSH Q14x5/8"SHEET METAL SCREWS. 36"i2" TYP,2-1/2"X 12 GA(0.099-) 12'-0'13 " C z CALV.STEEL TRACK BRACKETS, 7 '-6 1 14 GA GALV.STEEL ROLLER HINGES FASTENED 70 END STILES W/(4)EACH 14x5/8" Z ATTACHED TO JAMB WITH(1) 13'-0" SHEET METAL SCREWS AND(4) 1/4-SELF TAPPING SCREWS PER END HINGE. 0 5/16"X 1-5/8"LAG SCREW PER 1 4" 2'GALV.STEEL TRACK FASTENED TO TRACK BRACKET. 14•-6" 12 GA GALV STEEL TRACK BRACKETS 1 WITH ERHER(2) 1/4"DIA.RIVETS OR 2'DIA.SHORT STEM. 10 BALL STEEL ROLLER 1YRH STEEL OR NYLON TIRE. 10" 1 '-0- 7 " (1) I/4-X 5/8"BOLT k NUT PER 3_1/2- 15-6 17 TRACK BRACKET. SECTION C- 116-0-1184"1 -16-0" 84" PREPARATION OF JAMRS BY OTHERS. LHR BRACKET(2-1/2"x 5-3/4"x 12GA) 3"TRACK IS ALSO AVAILABLE, ATTACHED WITH(2) 1/4"x 3/4"SELF TAPPING SCREWS DOUBLE TRACK LOW NEADR00M OPTION DOUBLE HORIZONTAL TRACK. B B NO 63 8 MANUFACTURING PRODUCT CODE ��-• MIN. 25 GA. ODORS. MPC PAN-2F1S3/6 SHORT PANEL: PAN 2F153 DESIGN LOADS: +32.0 P.S.F. & -32.0 P.S.F. LONG PANEL- PAN 15 "t TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO.: N/A n STAT O !v Vnlrss Stolra 0In«wsa _p 8585 Duce 8oulewrd VINDLOAD RATING /L TOLERANCES— u'Q W S D P 3 2 .� ��` ! Te�s a H 450400--USA ...... , i .O ±.031 B-mr;Preals Cwmo�ry FD.Ito.513-770-4853 .00 f.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF rurrn 111T1 �' .000 = t.005 DESIGN ENGINEER Degrees o t,�y DRAWN BY: MWW— DATE: 1/26/96 SCALE: NTS DWG.R SCOTT HAMILTON, P.E. unless states othan lsr CHECKED BY: DATE: — SHEET 4 OF 4 SIZE L F ORIDA LICENSE No 63286 DINCNSIOH9 ARE FN FNCHEs.DWG. NO.: 101922 VER: IBC 4 3 2 1 ,r " December 11, 2013 (revised 12/17y18) Evaluation Report for CXopay Building Products Company Sectional Garage Doors, VV5 through W8 I have evaluated the wind load door designs as shown on the drawings listed bm|qvv. 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 reports are listed Ue|nvv. Assembly testing was conducted by American Test Lab North Carolina and CBPC-ATC. Component testing was conducted byHETI and ETC. For the doors listed in Tables 1 through G^ Static Pressure Tests were conducted in accordance with TAS 303-1994, A5TM-E330-Z0OZand ANSI/DASMA10G-2O0S/201Z. Missile Impact and Cyclic Pressure Tests were conducted in accordance with TAS 20I- ' 1994 and TAS 283-19$4 and ASTM E1886-2085 and ASTM E1996-2009 and ANSI/DASMA 115-2005/2012. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering nat/$Ma( analysis based on actual tests. % have concluded that the Sectional garagedoordes/gnm ||atod below in Tables I through 7 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 J,;__Dmw_,[ngs for doors-wirth-M.an-ufacturin 153: _q Pr dUct Code (MPQ PAN-2F PSF (design load) 104710-A-Rev-3' max' door size 1612" x 16/0"� +36/-42 P3F (design load) TABLE 2- Drawings for doors with Manufacturing Product Cod_P_(_K_PQ PAN-2F443: 104791-RevO5, max. door size 1612" x 16'0"; +46/-52 PSF C. i�sign load) 105109-A-RevOl, max. door size 18'0t' x 16'0"; +25/-25 PSF (design load) TABLE 3, Drawincis for doors with Manufacturino Product Code (MPQ .P_6h;2,E15_Q 101922-A-ReVI5, max. door size 16'0" x 16'0::; +32/-32 PSP Cdesign load) TABLE 5: Drawine F156. TABLE 6: Drawincis for doors with Manufacturing Product Code (MPQ DSIE-IA171: 104814-A-ReVOO, max. door size 910" x 16'0"; +36/-44 PSF cdesign load) 105109-A-RevOO, max. door size 18'0" x 16 0 ; +25J-25 PSF (design load) EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5....W8 TABLE 8: Drawincs for doors with Manufacturing Product Code (MPC) SPO-2F4 104791-Rev05, max. door size 1612" x 1610"; +46/-52 PSF (design load) 104121-Rev04, max. door size 9'0" x 16'0"; +50/-58 PSF (design load) For the doors in Tables 9 through 18, Static Pressure Tests were conducted In accordance with ASTM-•E330-2002 and ANSI/DASMA 108-2005/2012. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the sectional garage door designs listed below in Tables 8 through 13 are in compliance with these test requirements of the Florida Building Code. TABLE i-: Drawings for doors with Manufacturing Product Co_de_( C..} AN-2F153: 101922-8-Rev15, max. door size 16'0" x 1 '0"; +32/-32 PSF Cdes`ign load) 104710-B-RevQ3, max. door size 1612" x 16'0"; +36/-42 PSF (design load) TABLE 10! Drawings for doors with Manufacturing Product Code (MPC)-E6N-2F143: 105101.-RevOQ, max. door size 20'0" x 16'0"; +30/-32 PSF (design load) TABLE 11: Drawings for doors with Manufacturing Product Code (MPC) PAN-M.5-6;, 101922-g=Rev15, max. door size 16'0" x 16'0"; +32/-32 PSF (design load) 104710-B Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load) TABLE 12: Drawings for doors with Manufacturing Product Code (MPC) PANSP-2F153.:_ 104818-B-ReV01, max. door size 16'2" x 16'0"; +32/-37 PSF (design load) `CABLE 13: Drawings for doors with Manufacturing Product Code (MPCU P- 2-2F156: 104818-8-Rev01, max. door size 16'2" x 16'0"; +32/-37 PSF (design load) TABLE 14: Drawings for doQ .-.c,g with Manufacturing ProdugLo e MPC DSIE-1A171: 104814-B-RevQQ, Max. door size 9'0 x 16 0' ; +36/-44 PSF (design load) TABLE 15: Drawings for doors with Manufacturing Product Code (MPC)_PAN-2 105109-S-Rev01, max. door size 1.8'0" x 1610"; +25/-25 PSF (design oad) 105430-ReV00, max. door size 16'0" x 16'0"; +25/-25 PSF (design load) TABLE 16: Drawings for doors with Manufacturing. Product Code (MPC) PAN-217446:. 1.05109-g--Rev01, max. door size 1810" x 16'0"; +25/-25 PSF (design load) TABLE 17.-..Drawings for doors with Manufacturing Product Code.(MPC)--W---I-B 105116-Rev01, max. door size 18'0" x 8'0"; +32/-36 PSF (design oad) TABLE 18; Dcowings for ors ith a t ' Product d MPC PAN-2F441: 105430-Rev00, max. door size 16'0 ' x 1.6'0'; +25/-25 PSF Cdesign load) 10st Le.ports: The following test reports are based on testing conducted by American Test Lab at their North Carolina Facility: 0213.0113 (4/29/13), 0813.01-12 (10/9/12), 1206.01-12 (1/23/1.3), 0117-01-13R (3/18/13), 0220.01-13 (4/29/13), 0312.01-13 (5/1/13), 0102.01-13 (2/20/13). These reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. PAGE 2 OF 6 FILE: CBPC_131211-A.7 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WS.-WS The following test reports are based on testing conducted by CBPC-ATC at their Mason testing facility (accredited by ANAB/L-A-B for ASTM E330 and ANSI/DASMA 108 testing). CBPC-ATC 13-009 (6/25/13), 13-010 (6/25/13), 13-0i3 (4/29/13), 16-004 (4/4/16), 16-007 (5/16/16) CBPC-ATC 18-041 (9/25/18). Product Description for dggM yvilh MEC 26N-2E15�. 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, 731 75, 1500, 190, 4RST, 4F, 4RSF, 6RST, GRSF, 48, 48B, 42, 4213, 55, 55S, GD5S, GDSSV, GR5S, GR5SV, ARSS, ARSSV, EDSS, 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 doors with min. 24 ga. (0.02211) outer skins. The steel skin is at least G40 per ASTM A653. The maximum section height is 21". Thesectionsmay have EPS foam insulation inserted into the pan cavity. The following models are at least structurally equivalent to the tested door: 84A, 94, 4F, 4RST, 4RSF, 48, 48B. Not ail models may be shown on a given drawing. Product Dg;gcrijQn for dgp[5 with MPC, PAN-217443: These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin Is at least G40 per ASTM A653. The maximum section height is 24", The sections may have EPS foam insulation inserted into the pan cavity. These doors may have optional Impact_Resistant Glazing (Aluminum). Optional Impact- Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing. The following models are at least structurally equivalent to the tested door: G4S, GS4, GID4S, GR4S, G4SV, GS4V, GD4SV, GR4SV, E4S, ED4S, E4SV, ED4SV, MR45t SS4, AR4S, MR4SV, SS4V, AR45V. Not all models may be shown on a given drawing. Product DC.gcrip.-jon for doorswith MPC PAN-217156: These AN-')r:'RA- 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". The following models are at least structurally equivalent to the tested door., 76, 75L, 2RST, 76V. Not all models may be shown on a given drawing. Product Description for doors with MPC PANSP-217I53i 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 in either the top section or the next-to-the-top section. Optional Impact-Resistant Glazing is a one-piece injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door; 73SP, 15SP, GDSSSP, GDSSPV. Not all models may be shown on a given drawing, PAGE 3 or 6 FILE: CBPC-131211-A.7 I is EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5^-W8 Product Description for doors with MPC PANSP-217156: 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 15/16" Insulation captured in the cavity of the pan section, The maximum section height is 21". These doors may have optional Impact-Resistant Glazing in either the top section or the next-to-the-top section. Optional Impact-Resistant Glazing is a one-piece injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 76SP, 76VSP. Not all models may be shown on a given drawing, Producfi t]es�ription for door&Witb1PC DSIE-1A171 These doors consist of 1-3/8" double-skin insulated sections with an EPS core laminated to both skins. Bath Inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". The following models are at least structurally equivalent to the tested door: 2050, 4050, 2051, 4051, 2053, 4053, 62, 62G, 62LG, 6130, 65, 65G, 6131, 64, 64G, 61.33, 135, SDP38, 136, SFL38, 134, SRP38. Not all models may be shown on a given drawing. P a ct Description for doors with MPC DSIV-1F471• 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 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: GD2SU, GRZSU, GD2LU, GR2LU, AR2SU, AR21-U, ED2SU, ED2LU, 9202, HDPC20, 7202, 8202, MFC68CU, 9205, HDPR20, MFR68U, 7205, 8205. Not all models may be shown on a given drawing. Product Description for dgpM with MPC DSIE-iF471: 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. (0.01611) G40 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, ED LP, GULP, 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. F?rQdg-ct_i-escr.iption for doors with M C SEQ-217449: These doors consist of 2" thick steel pan doors with min. 24 ga. (0:022") outer skins. The steel skin is at least G40 per ASTM A653. The !maximum section height is 24". The sections may have decorative overlays, The following models are at least structurally equivalent to the tested door: GHnn, GHRhn, GHRvnn, SPnn, SPVnn, SMnn where "nn" represents the configuration of the overlays. Not all models may be shown on a given drawing. PAGE 4 OF 6 FILE: CBPC_1312114.7 • _.._.__._v}..,�i.:.-�x.S=...=.:._:._�.�_.-.�_-.--,.._.�,...a�-,,,-«v_n,<::::,.t'_s:.._:.^-...._s_'-u:�._-.-.....,..-�_...__u�....s_.-:.._._;:_:5�._..�_._......._ - - - - - -'-,...`.aP�., ....��_..,-..-s.,._. r..,.::._..-. EVALUATiON ROOT FOR CLOPAY BUC4MG PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5-M Product Description for doors with MPC W-1899: These doors consist of 1-9/16" wood door sections with hemlock rails and stiles and decorative cladding and overlays. The maximum section height is 28". These doors may have optional Glazing. Optional Glazing is not impact resistant. The following models are at least structurally equivalent to the tested door: RHxx, where Nx" represents the configuration of the cladding and overlays. Not all models may be shown on a given drawing. Product Deggriotion for doors with MPC PAN-2F446: These doors consist of 2" thick steel pan doors with min. 24 ga, (0.02211) outer skins. The steel skin is at least G40 per ASTM A653, The maximum section height is 24". The sections may have EPS foam insulation inserted into the pan cavity. 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: G4L, GL4, GD41.1 GR41L, G44LV, GL4V, GD4LV, GR4LV, E4L, ED4L, E41-V, ED4LV1 MR4L, SL4, AR41L, MR4LV, SL4V, AR4LV. Not all models may be shown on a given drawing. P'gduct Description for doors with MPC PAN-2F441: These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 per ASTM A653.The maximum section height is 24". The sections may have EPS Foam insulation inserted into the pan cavity. 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: 4F4, GD4S, GR4S, GD4SV, GR4SV, ED4S, ED4SV, AR4S, AR4SV, GD4L, GR4L, GD4LV, GR4LV, ED4L, ED4LV, AR4L, AR4LV, Not all models may be shown on a given drawing. Xmgact 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 the Code. Approval based on review of the following tests: HETI-06-A002 ASTM G155; HETI=06-TS66 ASTM D638 (before); HETI-06-T634 ASTM D638 (after); ETC-06-1024-17496,0 ASTM D2843, ASTM D635, ASTM D1929. Impact Resistant Qlazing (Aluminum): The optional impact resistant glazing is an aluminum front frame and a separate polycarbonate glazing that is an approved C1 plastic in accordance with testing required by the Code: 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. PAGE 5 OF 6 FILE: CBPC_131211-A.7 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WS—WS 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., HAA4 P.* 0 E N 02 6 6 -)N16 3 2 C Scott Hamilton, P. E. Florida P. E. No, 63286 • X A ATE C 441 Z 0 441 r 4- N i A PAGE 6 OF 6 File- CBPC-131211-A.7