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Home My WebLink AboutProduct Approval 7/29/2019 Florida Building Code Online Business ► 1 1 • . - - R.:.. BCIS Home Log In I User Registration I Hot Topics I Submit Surcharge Stats&Facts I Publications I Contact Us I, BCIS Site Map I Unks I Search i Florida �r/rt Product Approval I -- USER:Public User d � Pk Product Approval Menu>Product or Aoplicatfon Search>Application List>Application Detail RECEIVED •• • FL# FL16546-R11 Application Type Revision JUL 3 0 2019 Code Version 2017 Application Status Approved ST. Lucie County, Permitting Comments Archived a-OLE C"OPY Product Manufacturer Clopay Building P uct 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 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 +i 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.Ddf 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 equiv, df 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 0 0 4) Page 1/4 FL* Model,Number or Name Description 16546.1 01 W5-16-HY PAN-2F153/6: 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,GD5S,GD5SV,GR5S, GR5SV, ARSS,AR5SV, ED5S, ED5SV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R11 II 101922-A-Rev15.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 R11 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(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, GD5S,GD5SV, GR5S,GR5SV, ARSS,AR5SV, ED5S,EDSSV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R11 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-Rev05.pdf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-52 PSF Evaluation Reports Other:Max.Wind Speed (V_ult): 170 MPH.Solid doors(no FL16546 R11 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). 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,GD5S, Lites GD5SV, GR5S,GR5SV,AR5S, AR5SV, ED5S, EDSSV Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16546 R11 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://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUMAgulPw2FMmFvBgsvYdca%2f7GZWcCAmK5Q%3d%3d 2/6 CLASSIC'RAISED PANEL EMBOSS DO SDOOR HEIGHT OF SHEET. SEOCTIONS 9 OF U-BARS REVISIONS IREV. NO.1 ZONE: I DATE: ECN NO. APPVD: DESCRIPTION MODELS 1 24 GA 124 GA INS I 25 GA 25 GAINS] 25 GA 125 GA INS[ U 1 OF 4 - CLOPA L3 I I 15011 190 P TO 7'0' 4 L . 15 9/2016 SH UPDATED U-BAR DESCRIPTION. Y BN 4 ��i7 5 10 IDEAL 14�ST:24F--Il 4RSF I SF 9000 TO 1086" 6 12 HOLMES 1 49;489 1 -- 142, 4231 55,55S -10'9' TO 12'3' 7 14 SHORT PANEL LANG PANEL 12'6* TO 14'0' a 16 MODEL 4F is FLUSHTO-159' 9 18 1 10 1 20 MAX SECTION HEIGHT, 21' "CLASSIC" SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC" 'CLASSIC'RAISED PANEL EMBOSS DOORS F—A LONG PANEL ALSO APPROVED. SEE TABLES AT LEFT FOR DETAILS. SHORT PANEL LONG PANEL OPTIONAL GLAZING MAY BE DOOR WIDTH 0 OF INTERM.# OF INTERN.STILES HINGES DOOR WIDTH 9 OF SID I'll RF COMM,COMF INTERM. IMPACT-RESISTANT OR STANDARD (DSB OR IINTERM.STILES1 TE13K'STILES HINGES BETTER). SEE SECTION B-B ON SHEET TWO III TIO* 1 1 9*2* TO 11'2* 1 1 F 5 1 2 FOR DETAILS. GLAZING MAY HE IN TOP OR IO'G' TO 11'30' 2 2 11'4' TO 14'10' 1 2 F INTERMEDIATE SECTION (SHOWN IN 12*04 TO 13*100_3 f 2 5 V I�01 62- 3 1 2 3 -1 NTERMEDIATE SECTION), 14.0-If]=_4 1 4 SEE N07E BELOW REGARDING EXTRA SHORT GLAZING ONLY. 16-0-TO 16-2- 5 1 3 STILES ON L13NG PANEL UUUKN. - FT �1 IF /I I 'CARRIAGE HOUSE' CARRIAGE HOUSE'RAISED PANEL RAISED PANEL EMBOSS DOORS SKIRT EMBOSS DOORS MODELS 25 GA 25 GA INS 111213R WIDTH 4 OF INTERM.I 13F INTERN. = c TILES HINGES im VIEW "C". C CLOPAY — S x GALLERY. GDSS,GR5S STILES GR5SV 92'TO 10'0' 1 1 0 20 GA_ END STILES ATTACHED TO H13LMES 10'2' TO 11'4* N/A MIA 0 DOOR SKIN WITH PATENTED 'ARTISTRY' AR5S AR5SV 11'6' To 13i10w 3 2 TOG-L-LOC SYSTEM (TOP. BOTTOM & IDEAL 'CARRIAGE 14*0'TO 16*0' 5 3 CENTER).ATTACHED TO TOP AND HOUSE' EDSS ED5SV BOTTOM RAIL WITH PATENTED SHORT PANELTOG-L LOC SYSTEM. TWO POINT LOCKING THIS DOOR MEETS OR EXCEEDS THE,DESIGN LOADS FOR THE ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA INTO TRACK BUILDING CODE OR THE INTERNATIONAL BUILDING CODE(BASED ON ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED BUILDING, 2)DOOR HAS 2-OF WIDTH IN BUILDING'S END ZONE,3) L A OPTIONAL OUTSIDE KEYED LOCK POSII10Nj ANY ROOF SLOPE,AND 4)TESTING IN ACCORDANCE WITH MAX. DOOR WIDTH 16'-0'— ANSI/DASMA 108.SITE-SPECIFIC CALCULATIONS BY A QUALIFIED DESIGN PROFESSIONAL MAY DIFFER. INSIDE ELEVATION SNAP LATCH ENGAGES LOCATION OF OPTIONAL VENTS. TOTAL ONTO VERTICAL TRACK. ULTIMATE WIND VENT OPENINGS: 6D IW PER VEHICLE. ONE SNAP LATCH ON B SPEED(MPH) 140 145 1 150 160 175 EACH SIDE OF DOOR. END EXPOSURE D. C. D D. C,D B,C R.C B STILE. CATEGORY I 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 OUTSIDE THE TABLES ABOVE. END KEYED STILE. LE. THESE COMMERCIAL CENTER STILES ARE ATTACHED MIDPOINT BETWEEN THE STILE. VERTICAL TRACK. HANDLE. HAND! LOCK BAR EXISTING RESIDENTIAL CENTER STILES. COMMERCIAL CENTER STILES ARE ONE LOCK ON ATTACHED WITH TOG-L-LOC(TOP&BOTTOM)OR (4)3/16-POP RIVETS EACH SIDE OF INSIDE HANDLE ENGAGES IN OR(4)#8 SHEET METAL SCREWS. DOOR. TRACK ON OUT CK WITH EACH SIDE % HA SNAP LATCH LOCK OPTION, A114 OF DOOR. ........... INSIDE SLIDE BO OUTSIDE KEYED o LOCK BAR LOCKING. LOCK WITH LOCK OPTION. #14x5/8"SHEET L ENGAGES A, 6 METAL SCREWS iTA—NUF'ACIURJNG PRODUCT CODE 0 MIN SHORT PANEL: PAN-21`153 DESIGN &Sn'.."PiP V S.F. LONG PANEL: PAN-2F156 "G., ECC;• TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO.; N/A STA-E r 44/ 1/4"x3/4" SELF 0 .,4u TAPPING SCREWS U11—Slated 01he-ise C 1:10pay 8585 Duke BoWevord VINDLOAD RATING OH 45040 M 0 01 TOLERANCES Tel.No.513 770-.4800 % .0 :L.G.31 R.O.L,;Coom 3:770-4M W5 D P 3 2 00 :t.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN OC +32/-32 PSF 111110 14 GA. END F41NGE4 18 GA. INTERMEDIATE HINGE '000 *.005 DESIGN ENGINEER: .0000 :t.cot DRAWN BY., MWW DATE: 1/26/96 1 DW VIEW "B VIEW "C* Degrees SCALE: NTLG SCOTT LION, P.1- -t'/2' CHECKEDBY: -- I DATE: -- ISHEET 1 OF d SIZE B LICENSE Unless Slated Otl,emise FLORIDA 1IC_N No. DIMENSIONS ARE IN INCHES.DWG. NO.: 101922 VER: 113C 4 3 2 1 'CLASSIC!RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' SHEET, .REVISIONS RAISED PANEL EMBOSS DOORS 'L OF 4 MODELS 24 GA 24 GA INS 25 GA 25 OA'INS 25 GA 25 GA INS MODELS 25 GA 25 GA INS REV. NO. ZONE: DATE:. ECN NO. APPVD: DESCRIPTION CLOPAY B4A.94 73, 75 1500, 190 76 76V CLOPAY 15 - - - - SEE REVISION HISTORY ON SHEET ONE. 'GALLERY' GDSS.GRSS GDSSV,GRSSV ' IDEAL 4RST,4Fx 4RSF 6RST bRSF �2RST , HOLMES- 1 48,48B I -- 142,42BI 55,55S -- -- HOLMES AR5S AR5SV SHORT PANEL LONG PANEL 'ARTISTRY' D - IDEAL 'CARRIAGE ED5S ,ED5SV D ■ -MODEL 4F IS FLUSH 'HOUSE' SHORT PANEL I IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION: SOLID DOORS (NO.GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8"ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS IMPACT-RESISTANT.,OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME.AND PLASKOLITE OPTOT OR LUCITE CP.APPROVEO CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. IBC/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 Aa4Q MEET '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 C DETAIL'D' C FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. AI NOTE THAT'FRONT FRAME IS NARROWER THAN L1 Q,� IMPACT-RESISTANT FRAME. Las OPTIONAL DECORATIVE / 225 MULTIPURPOSE HIGH BOND TAPE SNAP-IN INSERT. (BETWEEN FRAME AND FACADE). DECORATIVE FRONT FACADE. --- i GLAZING MOLDED INSIDE _ STRUCTURAL SILICONE SEALANT LITE RETAINER. (BETWEEN STEEL SKIN AND FRAME). #BX3/4" PAN HEAD SCREW (10 SCREWS PER LITE). IMPACT RESISTANT' ' ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH B MOLDED GE,LEXAN (10) j8 x 3/4"PAN HEAD MACHINE SCREWS. SLX2432T FRONT B, FRAME 8:GLAZING. - IMPACT RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 101922-A DRAWING 101922-B N 632 6 MANUFACTURING PRODUCT LODE SLC 4� MIN, 25 GA. DOORS. MPC PAN-2F153/6 SHORT PANEL: PAN-2F153 DESIGN LOADS: +32.0 P.S.F. & -32.0 P.S.F. LONG PANEL- PAN-2F756' TEST LOADS: +48.0 P_S.F. & -48.0.P.S.F, PART NO.: N/A A UnIms Slated 0th .x 8585 Duke 8oukvo tl VINDLOAD RATING „ ;:'n•.� ClOpay Meson.DM AN01 USA 4 FS• O p 1 a:P�� TOLERANC}o3ie P oCucs cen o=Nn:si3--770-48800 W5 DP3.2 .00 = 1.015 DESCRIPTION: CLASSIC-AND CH RP STEEL PAN DC +32/-32 PSF .000 > 1.005 0000 = 1.001 DRAWN BY: MWW DATE: 1/26/96 SCALE: NTS DWG. DESIGN ENGINEER, Degrees= 11/2' CHECKED BY: -- DATE: -- SHEET 2 OF a ISIZEB SCOTT HAMILTON, P.E. Unless Stoeea Omem FLORIDA LICENSE No. 63286 o"rNSIONS ARE IN INCHES. 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 3 OF 4 MODELS 24 GA 24 GA lNS 25 GA 25 GA INS 25 GA 25 GA INS MODELS 25 GA 25 GA INS REV. NO. ZONE: DATE: ECN NO. APPVO: DESCRIPTION CLOPAY 84A,94 -- 73, 75 1500,190 76 76V CLOPAY 15 - - - - SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST, 4Fr 4RSF %3 i75 6RSF 2RST 'GALLERY' GDSS,CRSS G➢5SV,GRSSV HOLMES 1 48, 48B I -- 142, 42H 55,55S I -- I -- HOLMES AR5S AR5SV SHORT PANEL LONG PANEL 'ARTISTRY' 3"TALL U-BAR. D r - MODEL 4F IS FLUSH IDEALHDUSERIAGE ED5S ED5SV f'•-2"THICK 20 MIN.A. GALV. STEEL. YIELD STRENGTH: 80 KSI. D SHORT PANEL "80 KSI"J STAMPED ONTO U-BAR. IN THE CASE OF GYPSUM WALLBOARD LOCATED AT OR NEAR THE DOOR OPENING LOCATION THERE ARE TWO r13" r ACCEPTABLE ALTERNATIVES: 25 GA. MIN. G-40 GALV. 1-7/8" 1)THE WALLBOARD CAN BE CUT AWAY FROM THE DOOR OPENING AND 2X6 SOUTHERN YELLOW PINE WOOD JAMBS STEEL SKIN WITH A T MOUNTED DIRECTLY TO THE SUPPORTING STRUCTURE TO CREATE THE MOUNTING SURFACE. ALTERNATIVELY, THE 13AKED-ON PRIMER AND A I 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 V2' FROM BOTH EDGES FOR A 5/16" LAG.SCREW. COAT APPLIED TO BOTH `l 2)IF THE WALLBOARD IS NOT CUT AWAY TO EXPOSE THE UNDERLYING STRUCTURE (WOOD FRAMING MEMBERS), A SIDES OF STEEL SKIN. ` 12 GA. GALV. STEEL TOP ROLLER 2X6 SOUTHERN YELLOW PINE WOOD BUCK OVER SHALL BE INSTALLED THE WALLBOARD FRAMING THE OPENING BRACKET. EACH BRACKET ATTACHED USING THE,JAMB ATTACHMENT FASTENERS LISTED BELOW. HOWEVER, THE JAMB ATTACHMENT FASTENERS MUST W/(4) #14x5/8" 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) I# DENSITY POLYSTYRENE FOAM 1/4" SELF TAPPING SCREWS. INSULATION 1-5/16" THICK WITH VINYL HAIRCELL BACKER INSULATED MODELS NLY). TOP OF SECTION: U—BAR PLACED ON VERTICAL JAMB ATTACHMENT (}HOOD FRAME BUILDINGS): ( O 3/8"x3" LAG SCREWS (1-1/2" EMBED) ON 24" CENTERS_ 1-1/8" MIN. O.D. WASHER REQUIRED. LAG SCREWS MAY 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 (C-90 BLOCK OR 2.000 PSI LAIN, CONCRETE COLUMN): 3"TALL x 20 GA. GALV. STEEL U-BAR. CH SECTION AND ONE AT THE TOP OF EACH 3/8"x3" SLEEVE ANCHOR BOLTS (1-1/2" EMBED) ON 17" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS ONE AT THE BOTTOM EA EACH SECTION. INCLOR EACH WITH SLEEVE ANCHORS. OF EACH U-BAR ATTACHED WITH (2) 1/4"x3" TAPCON SCREWS (1-1/2" EMBED) ON 14" CENTERS (2,OOD PSI MIN. CONCRETE) OR 8" CENTERS (C-90 1/4'x3/4" SELF TAPPING SCREWS PER B BLOCK). I" MIN. O.D. WASHERS REQUIRED WITH TAPCONS. STILE LOCATION. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH.MOUNTING SURFACE. HORIZONTAL B 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 ANO/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) #14x5/8" SHEET METAL SCREWS PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES TALUMINUM EXTRUSION FOR THE LOADS LISTED ON THE DRAWING. & VINYL WEATHERSTRIP. ` GO�T HAIW14 SECTION A—A (SIDE VIEW :%5:��CENSF"' G �� NO 63 8 MANUFACTURING PRODUCT CODE *;•• � .'�• MIN. 25 GA. DOORS, MPC PAN-2F153/6 SHORT PANEL PAN-2F153 •�* " DESIGN LOADS: +32.0 P.S.F. & —32.0 P.S,F. LONG PANEL: PAN-2F156 TEST LOADS: +48.0 P.S.F. & —48.0 P.S.F. PART NO.: N/A A '9'. STATE/O A UNess Slalee Om r8585 Duke BoulemrD VINDLOAD RATING TOLERANCES... C n'OrV MoOH 45040 USA T.I.1;3.513-770-4800 ,./ n p ii��Ss •....•• ��`� .0 1.031 Cu3iag PodnU C-P q Foy Na 5W-770-4853 VV J J I .00= 1.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN OC +32/-32 PSF 32 .000 = 3.005 DRAWN BY: MMM DATE: 1/26/96 SCALE: NTS .0000= 2.001D1VG_R DESIGN ENGINEER: Degrees= 21/2' CHECKED BY: -- DATE: -- SHEET 3 OF 4 SIZE JJ SCOTT HAMILTON, P.E. u,ness Smtea Olna...lse FLORIDA LICENSE No. 63286 DINENSIDNS ME IN INCHES.DWG. NO.: 101922 VER: IBC 4 3 2 1 4 3 2 1 'CARRIAGE HOUSE' SHEET, REVISIONS 'CLASSIC'RAISED PANEL EMBOSS ODORS RAISED PANEL EMBOSS DOORS 4 OF 4 MODELS 24'GA 24 GA INS 2S GA 25 GA INS 25 GA 25 GA INS MODELS 25 GA 25 GAINS REV. N0. ZONE: DATE: ECN N0. APPVD: DESCRIPTION CLOPAY B4A,94 -- 73, 75 1500,190 76 76V CLOPAY 15 - - - - SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST, 4F■ 4RSF 6RST 6RSF 2RST 'GALLERY' GOSS,OR5S GDSSV,GRSSV HOLMES 1 48.40B I -- 142,42BI 55,55S I HOLMES AR5S ARSSV SHORT PANEL LONG PANEL 'ARTISTRYCA ' D • -MODEL 4F IS FLUSH IDEALHOUSERIAGE ED5S EDSSV D SHORT PANEL 2-TRACK CONFIGURATION, DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION, HORIZONTAL TRACK FAI GALV.STEEL FUG 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(2) 1/4'RIVETS. 6'-6" NOTEc TRACK CONFIGURATION T- " 2x6.SYR WOOD JAMB.SEE OPTIONAL STOP MOULDING BY INSTALLER(TO SUIT). 7'-6" "JAMB PREPARATION NOTE'. rrrr t ,ray ABOVE THE DOOR OPENING DOES SPACING NTE 30"O.C. ,'�fFi2i', 20,CA GALV. STEEL ENO STILE. NOT AFFECT THE WIND LOAD = 8_ • 4` ''`' 'P 20 GA MIN.GALV.STEEL INTERM.STILE. RATING OF THIS DOOR. q.-O.mc o 2'GALV.STEEL TRACK, TRACK THICKNESS:0.060". 9'-6"1 2-1/2"X 12 GA GALV.STEEL u 10'- TRACK BRACKETS FASTENED TO 10- 1 - WOOD JAMBS WITH 5/6-X 1-5/8- i 1B GA GALV.STEEL CENT ER HINGE 11'-0` 4' LAG SCREWS. `� FASTENED TO INTER.STILES W/(4)EACH L 1L 7/16"1.0. ROUND PUSH 11'-6'1 0` (214x5/8"SHEET METAL SCREWS. _ J6't2' NUT FASTENER. TYP.2-1/2-X 12 GA(0.099-) 12'-0"136" GALV.STEEL TRACK BRACKETS, 12'-6-142- 14 GAGALV.STEEL ROLLER HINGES FASTENED 70 END STILES W/(4)EACH 814x5/8" 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'UG SCREW PER i 4" 2'GALV,STEEL TRACK FASTENED TO TRACK BRACKET. 14'-0`loc 12 GA GALV STEEL TRACK BRACKETS WITH EITHER(2) 1/4-DIA.RIVETS OR 2"CIA.SHORT STEM. 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. f0" (1) 1/4`X 5/8'BOLT&NUT PER TRACK BRACKET. SECTION C-C _L 16'-0"1 4" PREPARATION OF JAMBS BY OTHERS. LHR BRACKET(2-1/2'.5-3/4'x 12GA) ATTACHED WITH(2) 1/4"x 3/4'SELF TAPPING SCREWS. 3'TRACK IS ALSO AVAILABLE, DO RU�Lf TRa[`L LOW HEAOfl00M OPTION LDODBLE HORIZONTAL TRACK. B B ,,,T HA1y14T NO 63 8 MANUFACTURING PRODUCT CODE * MIN. 25 GA DOORS. MPC PAN-2F153/6 SHORT PANEL: PAN-2F153 * �/-; DESIGN LOADS: +32.0 P.S.F. & -32.0 P.S.F. LONG PANEL- PAN-2F156 TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO.: N/A �W A �'. STAT O Z7J� unless Staled 01ns,wlse _ 8585 Duke Boulevard VINOL13AD RATING TOLERANCES CA a,e lopay ua.N off 47 -USA \ / D P 3 2 Tel.No.513-770-4880 �11� G �� .0 = :.031 605.9 Products Cm;wy Fos No.513-770-4853 y�sStONAi `,,` 00 = t,pp5 DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF DESIGN ENGINEER: Degrees = t�Z DRAWN BY: MWW DATE: 1/26/96 SCALE: NTS DWG.R CHECKED BY: - DATE: -- SHEET 4 OF 4 SIZE J—) SCOTT HAMILTON, P.E. Unless Stated otnen:se FLORIDA LICENSE No. 63286 ONENSIONS ARE lN MCHES.DWG. NO.: 101922 VER: IBC 4 3 2 1 December 11, 2013 (revised 12/17/18) Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W5 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 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 and CBPC-ATC. Component testing was conducted by HETI and ETC. For the doors listed in Tables 1 through 8, Static Pressure Tests were conducted in accordance with TAS 202-1994, ASTM-E330-2002 and ANSI/DASMA 108-2005/2012. 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 115-2005/2012. 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 1 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 1: Drawings for doors with Manufact_urina PMduct Code (MPC) PAN-2F153: 101922-A-Rev15, max. door size 16'0" x 16'0"; +32/-32 PSF (design load) 104710-A-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load) TABLE 2: Drawings for doors with Manufacturing Product CodePAN-2F443: 104791-Rev05, max. door size 16'2" x 16'0"; +46/-52 PSF (design load) 104121-Rev04, max. door size 9'0" x 16'0"; +50/-58 PSF (design load) 105109-A--Rev01, max. door size 18'0" x 16'0"; +25/-25 PSF (design load) TABLE 3: Drawings for doors with Manufacturing Product Code (MPC) PA -217 56: 101922-A-Rev15, max. door size 161'0" x 16'0"; +32/-32 PSF (design load) 104710-A-Rev03, max. door size 16'2" x 16'0"; 4.36/-42 PSF (design load) TABLE 4: Drawings for doors with ManufacturingProduct Code (MPC) PANSP-2F153:. 104818-A-ReV01, max. door size 16'2" x 16'0"; +32/-37 PSF (design load) TABLE 5• Drawings for doors with Manufacturing Product Code (MPC) PANSP-2 .56: 104818--A-Rev01, max. door size 1612" x 1610"; +32/-37 PSF (design load) TABLE 6: Drawings for doors with Manufacturing Product Code (MP_�Z) DSIE-1A171: 104814-A-Rev00, max. door size 9'0" x 16'0"; +36/-44 PSF Cdesign load) TABLE 7 Drawings for doors with Manufacturing Product Code (MPC) PAN-217446• 105109-A-ReV00, max, door size 18'0" x 1.6'0' ; +25/-25 PSF (design load) PAGE 1 OF 6 FILE: CBPC_131211-A.7 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WS—w8 TABLE 8, Drawings for doors with Manufacturing Product Code (MPC) 5P0-2F499� 104791-RevO5, max. door size 16'2" x 16'0"; +46/-52 PSF (design load) 104121-RevO4, 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 9 _Drawings for doors with Manufacturing Product Code (MpC1 PAN-2F153: 101922-B-Revl5, max. door size 16'0" x 16'0"; +32/-32 PSF (design load) 104710--B-RevO3, max. door size 16'2" x 16'0"; +36/-42 PSF (design load) TABLE 10: Drawings for doors with Manufacturing Product Code (MPC PAN-2F143: 105101-RevOO, max. door size 20'0" x 16'0''; +30/-32 PSF (design load) TABLE 11: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F156* 101922-13-Rev15, max. door size 16'0" x 16'0"; +32/=32 PSF (design load) 104710-B-RevO3, max. door size 16'2" x 16'0"; +36/-42 PSF (design load) TABLE 12: Drawings for dogrs4�it b Manufac using Product Code (MPC) PANSP-2F153:_ 104818-B-RevOl, max. door size 16'2" x 16'0"; +32/-37 PSF (design load) TABLE 13• Drawings for doors with Manufacturing Product Code (MPC) PANSP-2F156: 104818-B-RevOl, max. door size 16'2" x 16'0"; +32/-37 PSF (design load) TABLE 14: Drawincis for doorsc e MPC DSIE-1A171: 104814-e-Rev00, max, oor size 9'0 x_16'0"_; +36/-44 PSF (design load) TABLE 15: Drawings for doors with Manufacturing Product Code (MPC) PAN-2E443: : 105109-B-Rev01, max. door size 18'0" x 16'0"; +25/-25 PSF (designload) 105430-RevOO, max. door size 16'0" x 16'0"; +25/-25 PSF (design load) TABLE 16: Drawings for doors with Manufacturing. Product Code (MPC) PAN-2F446:_ 105109-B-RevOl, max. door size 18'0" x 16'0 +25/-25 PSF (design load) TABLE 17: Drawings for doors with Manufacturing Product Code (MPC)W-,I$� 105116-Rev01, max. door size 18'0" x 8'0"; +32/-36 PSF (design "load) TABLE 1$: Q[gwinas for doars with Manufacturinq Product Cgdg (MPC) PAN-2F441: 105430-Rev00, max. door size 16'0"x 16'0', +25/-25 PSF (design load) Test Reports: The following test reports are based on testing conducted by American Test Lab at their North Carolina Facility: 0213.01-13 (4/29/13), 0813.01-12 (10/9/12), 1206.01-12 (1/23/13), 0117-01-131 (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,W5--W8 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), 13-013 (4/29/13), 16-004 (4/4/16), 16-007 (5/16/16) CBPC-ATC 18-041 (9/25/18). Product DesgriDttion 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, 4813, 42, 42B, 55, 55S, GD5S, 6 D5SV, CRSS, 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 doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 per ASTM A653. The maximum section height is 21". The sections may 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 all models may be shown on a given drawing. Product De55;riptIg[] for dQg[5 with MPC PAN-2F443 These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 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, GD4S, GR4S, G4SV, GS4V, GD4SV, GR4SV, E4S, ED45, E4SV, ED4SV, MR4S, SS4, AR4S, MR4SV, SS4V, AR4SV. Not all models may be shown on a given drawing. Product Dgscr' )ision for doors with MPG 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". 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-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. 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, GD5SSP, GD5SPV. Not all models may be shown on a given drawing. PAGe 3 of 6 FILE: CBPC_131211-A.7 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5--W$ Product Description for doors with MPC PANSP-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 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. p-raduc Description for doors with MPC D5JE•18171; These doors consist of 1-3/8" doubie-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". 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, 6133, 135, SDP38, 136, SFL38, 134, SRP38. Not all models may be shown on a given drawing. Product 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. (0.016") 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: GD2SU, GR2SU, GD2LU, GR2LU, AR2SU, AR2LU, ED2SU, ED2LU, 9202, HDPC20, 7202, 8202, MFC68CU, 9205, HDPR20, MFR68U, 7205, 8205. Not all models may be shown on a given drawing. Product Descripl!QQ 1:Q[ dggr6 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 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 tasted door: GD2SP, GR2SP, GD21_13, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205, SFR68. Not all models may be shown on a given drawing. ELoduc_t_bescrlption for_doors_wit _MP_C_SM-M442; 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; GHRnn, 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_131211-A.7 EVALUA11ON REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5^W$ 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 "xx" represents the configuration of the cladding and overlays. Not all models may be shown on a given drawing. Product Description for doors with MPC PAN-2F446: 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: G4L, GL4, GD4L, GR4L, 641 V, GL4V, GD41_V, GR4LV, E4L, ED4L, E4LV, ED4LV, MR4L, SL4, AR4L, MR4LV, SL4V, AR4LV. Not all models may be shown on a given drawing. Product Description for-d-por5 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, AMS, AR4SV, GD4L, GR4L, GD4LV, GR4LV, ED4L, ED4LV, AR4L, AR41_V. Not all models may be shown on a given drawing. Imoac�Res�stant Gla�inq_(Molded)• The optionalimpact 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-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): 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,W$—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. l 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 att=achment details and Installation requirements. Signature; �N%� �Hq /� 'iei 10. ' .. ,•<T�tai o 6$2 6 y� Scott Hamilton, P. E. *:• ,�}/, •' Florida P. E. No. 63286 ' �'. ATE O :41�C/: N PAGE 6 of 6 FILE: CBPC_131211-A.7