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HomeMy WebLinkAboutProduct Approval • n ZZ 'CLASSIC'RAISED PANEL EMBOSS DOORS I 'CARRIAGE HOUSE. RAISED PANEL EMBOSS DOORS SHEET, .� REVISIONS YODELS 24 GA I 25 GA 25 caI MODELS 25 GA I 25 GA 1 OF 4 REV. NO. ZONE: I DATE: ECN NO. APPVO:I DESCRIPTION CLOPAY 846. 94 1 73, 75 76 CLOPAY • IDEAL 4RST, 4Fx - 055S,GRSS - - I - 6RST 2RST 'GALLERY' - 17 2/1 i/i3SH + REVISED FOR,NEW LOADS. HOLMES 148. 48B 142, 422 -- .HOLHES j A45S -, I SHORT PANEL I LONG PANELI ARTISTRY' • IDEAL EDSS D x -MODEL 4F IS FLUSH 'CARRIAGE HOUSE' - • D SHORT PANEL LUNG PANEL SHORT PANEL/FLUSH MODEIS: (1) INTERMEDIATE STILE BETWEEN EACH • 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 8-B ONLONG PANEL M00=LS: (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 • 1 41 OF GLAZING IS 21-5/8"x14-1/8"• PER SECTION, FIELD-INSTALLED WITH DOOR HEIGHT 11 OF U-BARS - (4) #8 SMS (PER STILE). SECTIONS AMAX OLO SIZE IS 18-1/2"x11", ' UP TO 7'0' 4 6 _ IEEE_ A END STILES ATTACHED TO DOOR 7'3' TD 8'9' 5 1 8 1 -�' �- -- �- ------—� SKIN WITH PATENTED TOG-L-LOC 9'0' TO 10'6' 6 92 i 1N 1 1- 1- SYSTEM (TOP, BOTTOM, & CENTER).. 10'9' TO l2'3' 7 Il ; - I y a 1 12'6' TO 14'O'1 8 12 0 1 %� `+ .0 / 'Sf II/ fY • SEE END HINGE _ - 1 VIEW B. C 14'3' TO 15'9'I 9 14 rn - c r •: ' \ r 16'0' 10 15 p - A A'— i C MAX SECTION HEIGHT. 21' o . _ - ___ ' b h�� �,1�■II '•Ill SEE INTERMED. HINGE �o _ C 1 Ill NEW C. SLIDE BOLT LOCK -v END P., ENGAGES INTO, II iii 'A�A A 1A STILE. , VERTICALNE TRACK. ONE LOCK ON 2¢ _ _ —I1' EACH SIDE OF THS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE uO I4 DOOR.' ULTIMATE=ND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA 1' 'e 011111 �'i on 0 BUILD:NG CODE'OR THE INTERNATIONAL BUILDING CODE (BASED ON ri '`+ 1 /� -�_ -I, TWO POINT LOCKING ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1)ENCLOSED O u I INSIDE'SLIDE BOLT BU!LOING,2) DOOR HAS 2'OF 1'60TH IN BUILDING'S END ZONE. '_) c.-` . ! INTO TRACK SNAP LATCH ENGAGES I OCR OPTION. AM ROOF SLOPE,AND 4)TESTING IN ACCORDANCE WITH �.i i. I' '"1 ONTO VERTICAL TRACK, END ANSI/DASUA 105.SITE-SPECIFIC CALCULATIONS BY A OUALIFI=D a"'" � •' (` r h , ONE SNAP LATCH ON. STILE. DESIGN PROFESSIONAL MAY DIFFER. M �o. j I I A LACH 4pE OF DQOR. B ULTIMATE WIND — X111 I i I L. a• SPEED UgPH) 155 I60 170 180 195 _ B ni_ =_I 1 I = I I — OUTSIDE EXPOSURE / HANDLE. CATEGORY B,C.D B,C. D 3. C 3, C H OPTIONAL OUTSIDE KEYED J LOCATION OF J A OUTSIDE P LOCK BAR LOCK POSITION OPTIONAL VENT END I ENGAGESRACKON IN KEYED TRACK MEAN ROOF HEIGHT 25' 15' 25' 15' 30' MAX. DOOR WIDTH - 9'-0" • HANDLE. f STILE. I EACH SIDE INSIDE ELEVATION •1 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 tt `4.`,`ItOjG_O4‘G EIVSFTOtii% NO 63 6 (14x5/8" SHEET MANUFACTURING PRODUCT CODE DE* `1 * METAL SCREWS /11/61 SHORT PANEL PAN-2F753 ttT1MML.. LONG PANEL: PAN-2F155 -p 1, y,,/,‘-- cc ". . , T DESIGN LOADS:: +57.0+3P.S.F.0 -66.0-4P.S.F.0 TEST LOADS: P . & P.S.F. PART NO.: N/A A %' STE OF ':111:-. ./4"x3/4" SELF 'AINDLOAD RATING 1...0.• ��. �l� I. 1. Unless Staled Dme:wse ^.O a 8585 Duke Bou!evot0 -O.'-- •p, .TAPPING SCREWS 4 A?can,OH 450;0 u5A o TOLERANCES a e p y rel.Na.511-nD-4853 I 1 P 3 8 .', .'-..01110..V.,,,ei sO a ,_J .0 = 1.031 Bu?6ng Pmigs Cor7wy .Fax Na.51,5-770-5853 t '' 'ONA�EN%' Fl .00 = _.015 DESCRIPTION: CLASSIC AND-CH RP STEEL PAN SC ,.38/-44 PSF 14 GA. END HINGES 18 GA. INT;_RA?EDiATE HINGE ,000 0 :,005 DESIGN ENGINEER: VIEW "B" VIEW "C" .0000 = :.001 DRAWN BY: Ia17 .I DATE: 3/15/95 SCALE: NTS DWG.R Degrees a s 1/2' CHECKED BY: -- I DATE: -- SHEET 1 OF 4 SIZE L SCOTT HAMILTON, P.E. Umea slates ome..lse FLORIDA LICENSE No. 63286 DWEN9065 ARE IN Ir:C"Es,DWG. NO.: 101348 - A/B VER: IBC 4 1 3 ± .2 FLORIDA POJ©`F A©VAII 1.61C)7 O7 a • 3 2 1 r -CLASSIC'RAISED PANEL EMBOSS DOORS 1 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET: • REVISIONS MODELS 24 GAJ 25 GA I 25 GA MODELS I 25 GA I 25 GA 2 OF 4 REV. NO. ZONE: I DATE: ECN NO.IAPPVD:I DESCRIPTION .CLOPAY 84A, 94 73, 75!{f 76 CLDPAY Ilf ' IDEAL 14RST. 4Fx 6RS7 2RST •GALLERY• GD5S„GR55 17 I - I - - I - I SEE REVISION.HISTORY ON SHEET ONE. HOLMES 48,463 142, 4231 -- STiRSS -- SHORT PANEL I LONG PANEL 'ARTISTRYSTR' A I➢EAC EDSS - ' • -YODEL 4F IS FLUSH 'CARRIAGE HOUSE' D SHORT PANEL LONG PANEL IMPACT-RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION: SOCIO DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL 059 OR 1/8”ACYRUC CITES 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 18C/FBC GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. IBC/FSC 2506 AND AN APPROVED CI PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED T\ 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 REQUIREMENT FOR WINDBORNE DEBRIS ' CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/18C). SECTION B-B (IMPACT-RESISTANT GLAZING OPTION) SECTION 'B-B (NON-IMPACT RESISTANT GLAZING OPTION) C AisiDETAL 'D' C '\._, FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN IFTAI '•' DJPACT-RESISTANT FRAME. OPTIONAL OEGORATNE MULTIPURPOSE HIGH. BOND TAPE 1 i 1.25 ' SNAP-IN INSERT. �. (BETWEEN FRAME AND FAO-ADE). DECORATNE FRONT FACADE. 4 _/6... 22,22.7722 ilp \ t � GLAZING a.1e8� -� \+ MOLDED INSIDE J v `STRUCTURAL SILICONE SEALANT UTE RETAINER,• (BETWEEN STEEL SKIN AND FRAME). #80/4"PAN RE1.1 (10 SCREW'S PEERR LITE).UTE IMPACT RESISTANT ONE-PIECE INJECTION . POLYSTYRENE RETAINER FASTENED TO FRAME WITH B MOLDED GE LEXAN SL (10) 28 x 3/4'PAN HEAD MACHINE SCREWS. B A2432T FRONT FRAME a GLAZING. IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 101348-A DRAWING 101348-8 �`,,,OlT`HAM��T,,, 4 *:• No 63 • C.1 N� ••*L MANUFACTURING PRODUCT CODE SHORT PANEL: PAN-2F153 DESIGN LOADS: +38.0 P.S.E. & -44.0 P.S.F. LONG PANEL PAN-2F155 �' Z3 i5 CCS TEST LOADS:'+57.0 P.S.F. & -56.0_P.S.F. PART NO.: N/A �s 1.-O• STA E F •.�<(/� unless Stated Otherwise .65E5 Duke BoutevcrG VINDLOAD RATING ,.(.2'.A• ;�.,- TOLERANCES ar< CIoBaY iel.No.513-770-48 7 W 6 D P 3 8 i-F O R\ ``� .0= =..031 S9i•000 Pm0:Ns CosNoy For No.513-770-4553 �e'S............... �oNA�i.... .00= A.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +35/-44 PSF .coo = coos DRAWN EY: MW DATE: 3/15 95 SCALE: NTS DESIGN ENGINEER: ocoo = =.001 / I IDt'7G. Desreel = t 1 T CHECKED BY: -- DATE: -- I SHEET 2 OF 4 SIZE SCOTT HAMILTON, P.E. Unless 510100 Otherwise FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES.DWG. NO.: 10134E - A/B VER: IBC 4 1 3 + 2 I LORD DDA P_L1OO D JCT APP OVAL. 161107 • I 3 'CLASSIC'RAISED PANEL EMBOSS DOORS I 'CARRIAGE MOUSE'RAISED PANEL EMBOSS DOORS SHE -- REVISIONS MODELS24 GA 25 CA 25 GA MODELS 25 GA 25 GA - -- - 3 OF RcV. NO.� ZONE: DATE: I ECN N0.1 APPVD: DESCRIPTION YLOPAYI84A, 941 73. 75 76 CLOPAY IDEAL 4R51. 4Ft ALLERY' G➢SS.GRSS EAST 2RS7 G 17 I — _ { _ _ SEE REVISION-HISTORY ON SHEET ONE. HOLMES 148. 485 42,42B -- HOLMES AQSS - SHORT PANEL LONG PANEL • 'ARTISTRY' I IDEAL E➢SS 3" TALL U-BAR D + - MODEL 4F IS FLUSH -'CARRIAGE HOUSE' -I F—2"THICK 20 GA. ALV. STEEL D SHORT PANEL I LONG PANEL I LEN. YE(LD STRENGTH: 50 KSI ® _i 3" r • VERTICAL JAVA ATTACHI.7FNT (WOOD FRAME BUILDINGS!: �,� I 1-7/8" I t 3/8"x3•-LAG SCREWS ON 24" CENTERS. 1-1/8" 0.D. WASHER RECUIRED. LAG SCREWS MAYEE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. 01111 HORIZONTAL JAMBS DO LVOT TRANSFER.LOAD. I 12 GA. GALV. STEEL TOP VERTICAL JAVA ATTACHMENT (C-RD BLOCK OR 2.000 PSI MIN. CONCRETE COIUSINk ROLLER BRACKET. EACH U/8"x3 DSWRHESLANCHOR EEVE ANCTAL O TS ON 22" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS (I1�4z5/8"ATTACHED W/(4) SHEET OR SCREWS. ' 1/4"x3" TAPCON SCREWS ON 19" CENTERS (2,000 PSI MIN. CONCRETE) OR 10":CENTERS 25 GA. MIN. 0-40 CALM. SHIP LAP JOINTS. .(C-90 BLOCK). 1" 0.0: WASHERS REQUIRED WITH TAPCONS. STEEL SKIN WITH A ANCHORS MAY BE COUNTERSUNK (BUT NOT n'EOVIRED) TO PROVIDE A FLUSH MOUNTING BAKED-ON.PRIMER AND • SURFACE. HORIZONTAL JAMBS OO NOT TRANSFER LOAD. A BAKED—CN POLYESTER C TOP COAT APPLIED TO - 14 GA. GALV. STEEL END HINGE C OTHER .IAMB CONFIGURATIONS: REFER TO DASMA TDS-161. A LICENSED DESIGN BOTH SIDES'CF STEEL 7 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 Sc (4) CONFIGURATIONS. 1/4" SELF TAPPING SCREWS. PREPARATION OF JAMBS BY OTHERS E: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THERESPONSIBILITY 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 (LE. TWOU-BARS ON BOTTOM SECTION, ONE U-BAR ON NEXT SECTION, ETC.). EACH U-BA.R ATTACHED WITH (2) 1/4"x3/4' SELF TAPPING SCREWS PER STILE LOCATION. B 11111:11°'; B 13 GA. GALV. STEEL BOTTOM.BRACKET, T ATTACHED WITH (2) #1405/8SHEET MEAL SCREWS ALUMINUM EXTRUSION ``,�GO�'(IHAm'''� SECTION A-A (SIDE VIEW)VINYL WEATHERSTRIP. 5:N.AOE:Ng•F"•0,1;'•� • • "" NO,63 MANUFACTURING PRODUCT CODE * /* SHORT PANEL: PAN-2F153 LONG PANEL: PAN-2F155 DESIGN LOADS: +38.0 P.S.F. b: -44.0 P.S.F. PART NO.: N A "fl• 23 7y CC Z. TEST LOADS: +57.0 P.S.F. & -66.0 P.S.F. / A ,9: STA E OF :u, A. 1.0e4,:.• Un:ess Stated Otherwise _pi a 8555 Duke Baulevoro WINGLGAD RATING •%.4 O•?'\•.`. TOLERANCES are Basan.OH 45040 USA ` ' ��F' •ORA Cj P Y TeL No.513-770-4500 MV ,...STS •• ,4C0• .0 = t.031 Bc3681 Prodals Conlar.Y Fax No.513-770-4853 V` 7q�ONAj10AA .00 = 1-.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF .000 = _L.005 DESIGN ENGINEER .0000 = 2.001 DRAWN BY: MW DATE: 3/15/95 I SCALE: NTS DOG.R SCOTT HAMILTON, P.E. UaIG�'S°ol�a am�r�,��• CHECKED BY: -- DATE: -- ISHEET 3 OF 4 SIZE S__J FLORIDA LICENSE No. 63286 _ DVEN510NS ARE 0 INCHES. DOG. -:NO.: 101348 - A/B I VER: IBC 3 ? 2 F OO RdDA PRODUCT DUCT APPROO VAL 16'1107 • • 4 3 2 I 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET. • •REVISIONS i MODELS 24 GA 25 GA ( 25 GA MODELS 25 GA 25 GA 4 OF 4 REV. NO. ZONE:1 DATE: ECN NO. APPVD: DESCRIPTION CLOPAY BAA, 94�73, 75 76 CLOPAY DOSS,GRSS 17 SEE REVISION HISTORY ON SHEET ONE. IDEAL 14RST.Ark EAST 2RST 'GALLERY' — — — — HOLMES 49,48B /42. 42B -- - HOLMES . I ARSE SHORT PANEL 'ARTISTRY' {LONG PANEL IDEAL - • - MODEL 4F IS FLUSH 'CARRIAGE HOUSE' LOSS _- D SHORT PANEL LONG PANEL v. DOOR COUNTERBALANCE SYSTEM - 2"TRACK CONFIGURATION. JAl.Sg CONFIGURATION. '✓-I� - HORIZONTAL TRACK • '� 13 CA CALV.STEEL FLAG BRACKET ATTACHED TO DOOR SUPPORT 8Y DOOR 1— It JAN18 WTTH (3)5/16"X 1-5/8"LAG SCREWS HEIGHT "L" INSTALLER(TO SUIT). • AND TO TRACK WITH.(2) 1/4"RNETS. INEFEIQsil �e�Q� 2x5 SYP WOOD JAMB. SEE OPTIONAL STOP MOULDING. EY INSTALLER (TO SUIT). NOTE TRACK CONFIGURATION �M.� ;LAMS PREPARATION NOTE". • �i6 GA GALV, STEEL END STILE. .ABOVE ,HE OCOR OPINING DOES u AS ROD:SPACING NTE 30"O.C. �� Aea: : 't�,d ' NOT AFFECT THE M1ND LOAD = RATING OF THIS DOOR. po �I E - i—�V a AAA 62"35- 2"GALV. STEEL TRACK, 9-0`1 TRACK THICKNESS: 0.683 9'-6"1.6" 2-1/2"X 12 GA GALV,STEEL 11=1.11111111111111. ow II Qui I "I TRACK BRACKETS FASTENED TOmo, 1 113121111131WOOD JAMBS WITH 5/5"X 1-5/8" � I '—'� 18 GA.GALA. STEEL CENTER HINGE i 7/'6"I.D. ROUND IIIMOEFal LAG SCREWS. PUSH NUT • FASTENED TO INTER.STILES W/(4) EACH x 36"z2• IW1!W FASTENER. #14:5/8"SHEET METAL SCREWS. C TYF.2-1/2-X 12 GA GALV. �Qic z STEEL'RACK BRACKETS, ([ieniMENI 14 GA GALA.STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH ;14x5/8" l.. z ATTACHED TO JAMB WITH (1) "I1 ." SHEET METAL SCREWS AND (2).1/4"SELF TAPPING SCREWS PER END HINGE. 0 5/16"X 1-5/8•LAG SCREW PER t" 2"DALY. STEEL TRACK FASTENED TO TRACK BRACKET. MIEyMI 12 GA GALA STEEL TRACK BRACKETS MEEEilfria WITH EITHER (2) 1/4"DIA.RIVETS OR 2"DIA. 7-1/2"LONG STEM. 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. y 10" EMEIRFAI (1) 1/4"X 5/8°BOLT f NUT PER 1' 3-1/2" ItilenliMil TRACK BRACKET. SECTION C-C 16'-0"1:4" PREPARATION OF JAMBS BY OTHERS. L,112BRACKET(2-1/2"x 5-3/4'x 120A) - - ATTACHED WITH(2) 1/A"x,3/4"SELF TAPPING SCREWS. j" TRACK IS ALSO AVAILABLE. *'\ DOUBLE TRACK I \ LOWHIADROOI.1 O'TION • 1 DOUBLE CK. HORIZONTAL TRA • B B `G0-ctS,,i 'HAM ,'i "�c . •NS 'Jj:\. F;".1 *i N Q 6 tr/jj = ``( *. MANUFACTURING PRODUCT CODE �j.. SHORT PANEL: PAN-2F153 LONG PANEL: PAN-2F156 1 DESIGN LOADS: +36.0 P.S.F. ex -44.0 P.S.F. PART NO.: N/A AF 0 g ZS/�'� '��I TEST LOADS: +57.0 P.S.F. & -56.0 P.S.F. a 1, 1• STA E OF •.�/+ Weis Stetee Gtne,rtse 8565 Duke Bomevartl i�i(1°•/.` i''.....•�:� !.!aeon,OH SSD40 USA VINDLOAD RATING 6`•••,O R Ir \ � TOLERANCES a e Clopay TeI No.513-770-4553 W 6 D P 3 8 �i••sS/........sC4,,, .0 . zA31 ka6..0 PraGade Compeny Tel No.513-770-4553 4,FFONAl-,,,o .00 m ±:015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF 000 : ;.005 .0000 a ..001 DRAWN BY: MW +DATE: 3/15/95 SCALE: NTS IDWG. DESIGN ENGINEER' Degrees= A1/2 CHECKED BY: -- DATE: --. SHEET 4 OF 4 ISIZE.B SCOTT HAMILTON, P.E. Unless Stated 0IHee lee FLORIDA LICENSE No. 63286 0ENBIC.S FRE IN INCI,ES.ID,1G, NO m1 .: 101348 -A/B ' VER: IBC 4 2 FLLOO QODA PRODUCT MOT APP OVAL 16107 i iYIG 411 364 , SCIS Home Log In User Registration Hot Topics f Submit Surcharge Stats&Facts publications ,FBC Staff 1 SCIS Site Map '. Links Search Honda !N1�'• � '"`� ;,',l Product Approval [! 1f ¢�-,.,.USER:Public User Product Aporovai Fl,mi>Product Or Application Search>Aeplication Lis:>Application Detail t FL# FL16107-R10 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer dopey 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 • Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA, Inc.-QA-Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Gary Pfuehler c Validation Checklist-Hardcopy Received Certificate of Independence FI-76107 RIO CQ Certification of Independence of Validation Entity_ Gary Pfuehler.adf Fl 16107 R10 COI Statement on independence of Evaluation ScottHamilton 12.0424.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 Certified By Florida Licensed Professional Engineer or Architect FL16107 R10 Emily 203.70809-FBC-DASMA 105 equiv.pdf FL16107 RIO Eauiv 20170809 -FBC-DASMA 115 equiv.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2017 Date Validated 08/14/2017 Date Pending FBC Approval 08/16/2017 Date Approved 10/10/2017 Summary of Products Go to Page a Page 2/3 a3 ' 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,GD2LP,GR2LP,AR2SP, skin 27 ga.min.)Double-Car(9'2"to 16'2"wide) AR2LP,ED2SP,ED2LP,4302, WINDCODE®W8 Garage Door with Optional Impact- HDGC,6202,MFC68,4305,HDGR, Resistant Lites 6205,SFR68,MFR6B Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 11 104756-Rev04-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:+46 PSF/-52 PSF Evaluation.Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 Rio 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, Double-skin Insulated EPS(exterior skin 27 ga.min.;.interior 4401,4301,4300,4301,4310, skin 27 ga.min.)Single-Car(up to 9'0"wide)WINDCODE® HDG,HDGL,HDGF,66,66G,67, W6 Garage Door with Optional Impact-Resistant Lites 67G,68,SP200,SF200,SE200, 6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 ii 101526-A-Rev20 sinne(I prlf 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 R10 AE CBPC 130714-A.p�if 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, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior 4401,4300,4301,4310,HDG, skin 27 ga.min.)Single-Car(up to 9'0"wide)WINDCODE® ' HDGL,HDGF,66,66G,67, 67G,68, W6 Garage Door SP200,SF200,3E200,6200,6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ:No FL16107 R10 11 10152t-B-Rev20 Snne(1.flhif 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 R10 AE CBPC 130214-A.n(11 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- 6RST,6RSF,48,42,55,48B,42B, Resistant Lites 55S,GDSS,GDSSV,GR5S,GR5SV, ARSS,ARSSV,EDSS,EDSSV Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 RIO It 101348-A-Rev17-signer c1f 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 R10 AE CBPC 130214-A.ndf Created by Independent Third Party: No doors with optional Impact-resistant glazing are impact- resistant(large missile impact). • 16107.25 25 W6-09 PAN-2F153: 84A,94,73, Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide) 75, 1500, 190,4RST,4R5F,4F, WINDCODE®W6 Garage Door 6RST,6RSF,48,42, 55,48B,426, 55S,GD5S,GD5SV,GR5S,GR5SV, ARES,AR5SV,EDES,ED5SV Limits of Use Installation Instructions Approved for use in HVHZ:No FL16107 RIO ii 101348-B-Rev17-signed.ndf 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 Rio AE CBPC 13021,1-A4)df 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-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:Yes FL16107 R10 11 101348-A-Rev17-signed.2df 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 P5F/-44 PSF Evaluation Reports Other:'Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 RIO AE CBPC 130214-A.ndf 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 R10 II 101348-B-Revi7-sianed.rxlf 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 R10 AE CBPC 1302.14-A.ldf 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, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior 2051,2053,4050,4051,4053,62, skin 29 ga.min.)Single-Car(up to 9'0"wide)WINDCODE® 64,65,62G,62LG,64G,SDP38, W6 Garage Door SFL38,SRP38, 134, 135, 136, 6130,6131,6133 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLI6107 R10 II 104814-A-Rev00-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:+36 PSF/-44 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors are FL16107 R10 AE CBPC 130473-A..pdf impact-resistant(large missile impact). Created by Independent Third Party:No 16107.29 29 W6-09 DSIE-1A171: 2050, Double-skin Insulated EPS(exterior skin 27 ga.min.; Interior 2051,2053,4050,4051,4053,62, skin 29 ga.min.)Single-Car(up to 9'0"wide)WINDCODE® 64, 65,62G,62LG,64G,SDP38, W6 Garage Door SFL38,SRP38, 134, 135, 136, 6130, 6131,6133 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11,107 R10 11 104814-B-Rev00-sionpskaif. 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 R10 AC CBPC 130423-A.gLif 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-1F471: 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, W6 Garage Door with Optional Impact-Resistant Lites HDGC,6202,MFC68,4305,HDGR, 6205,SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL/6107 RIO 11 103954-A-RevOS-signecl.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 FL16107 RIO AE CBPC 130423-A.ndf doors with optional impact-resistant glazing are Impact- Created by Independent Third Party: No resistant(large missile impact). I 16107.31 31 W6-09 DSIE-1F471; 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, W6 Garage Door HDGC,6202,MFC68,4305,HDGR, 6205,SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:No FL16107 R10 II 103954-B-Rev05-sionecLpdf 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 R10 AE CBPC 130423-A.0df requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.32 32 W6-09 PAN-2F443: G4S,GS4, Gallery/Artistry/Expressions: Steel Pan(min.24.ga.)Single- GD4S,GR4S,G4SV,GS4V,GD4SV, Car(up to 9'0"wide)WINDCODE®W6 Garage Door with GR4SV,E45,ED4S,E4SV,ED4SV, Optional Impact-Resistant Lites SS4,AR4S,SS4V,AR4SV Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 12.10 II 103488-A-Rev07-siuned.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: +38 PSF/-44 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 Rio AE CBPC 130423-A.pdf doors with optional impact-resistant glazing are Impact- Created by Independent Third Party: No resistant(large missile impact). 16107.33 33 W6-09 PAN-2F443: G4S,GS4, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior GD4S,GR4S,G4SV,GS4V,GD4SV, skin 27 ga.min.)Single-Car(up to 9'0"wide)WINDCODE® GR4SV,E4S,ED4S,E4SV,ED4SV, W6 Garage Door SS4,AR4S,-SS4V,AR4SV Limits of Use Installation Instructions Approved for use in HVHZ:No FL16107 Rio 11 103488-B-Rev07-sfnned.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:+38 PSF/-44 PSF Evaluation Reports Other:Doors with standard glazing meet the wihd load FL16107 R10 AE CBPC 130423-A.0f requirements of the building code but DO NOT meet the Created by Independent Third Party:No impact resistant requirement for windborne debris regions. 16107.34 34 W6-09 PAN-2F446: G4L,GL4, Gallery/Artistry/Expressions: Steel Pan(min.24 ga.)Single- GD4L,GR4L,G4LV,GL4V,GD4LV, Car(up to 9'0"wide)WINDCODE®W6 Garage Door with F GR4LV,E4L,ED4L,E4LV,ED4LV, Optional Impact-Resistant Lites SL4,AR4L,SL4V,AR4LV Limits of Use Installation Instructions, Approved for use in HVHZ:Yes FL16107 R10.1I 103488-A-Rev07-sioned.pdf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:+38 PSF/-44 PSF Evaluation Reports Other:Max.Wind Speed(V_uit): 170 MPH.Solid doors or FL16107 RIO AE CEIPC 13042.3-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.35 35 W6-09 PAN-2F446: G4L,GL4, Gallery/Artistry/Expressions: Steel Pan(min.24 ga.)Single- GD4L,GR4L,G4LV,GL4V,GD4LV, Car(up to 9'0"wide)WINDCODE®W6 Garage Door GR4LV,E4L,ED4L,E4LV,ED4LV, SL4,AR4L,SL4V,AR4LV Limits of Use Installation Instructions Approved for use in HVHZ:No FL16107 R10-11 103488-l3-Rev07-sioned.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:+38 PSF/-44 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load ELI6107 RIO AF CBPC 1 3047''>-A..Iulf requirements of the building code but DO NOT meet the Created by Independent Third Party: No • impact resistant requirement for windborne debris regions. 16107.36 36 W6-16 PAN-2F443: GD4S, Gallery/Artistry/Expressions: Steel Pan(min.24 ga.)Double- GR4S,ED4S,AR4S Car(9'2"to 16'2"wide)WINDCODE®W6 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLI61117 R10 II 104790-A-Rev07 signerl.i>_djf Approved for use outside HVHZ:Yes Verified By_Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure;+38 PSF/-42 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 RIO AE CBPC 130423-A.rxlf doors with optional impact-resistant glazing are Impact- Created by Independent Third Party: No resistant(large missile impact). 16107,37 37 W6-16 PAN-2F443: GD4S, Gallery/Artistry/Expressions: Steel Pan(min.24 ga.)Double- GR4S,ED4S,AR4S Car(9'2"to 16'2"wide)WINDCODE®W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:No FI 1 107 RYo If 1047a0-B-Rev07 • Sigfl cijlSlf Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:No Created by Independent Third Party: No Design Pressure:+38 PSF/-42 PSF Evaluation'Reports Other:Doors with standard glazing meet the wind load FI 161 n7 R10 AF CBPC.I 30423-A.0dr requirements of the building code but DO NOT meet the Created by Independent Third Party:No Impact resistant requirement for windborne debris regions, 16107,38 38 W6-16 PAN-2F446: GD4L,GR4L, Gallery/Artistry/Expressions: Steel Pan(min.24 ga.)Double- ED4L,AR4L Car(9'2"to 16'2"wide)WINDCODE®W6 Garage Door with Optional Impact-Resistant Lltes Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLJ61n7 Ri1) it l04790-A-Rey07 sinned. df 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 P5F/-42 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130423-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.39 39 W6-16 PAN-2F446: GD4L,GR4L, Gallery/Artistry/Expressions: Steel Pan(min. 24 ga.)Double- ED4L,AR4L Car(9'2"to 16'2"wide)WINDCODE®W6 Garage Door Limits of Use Installation Instructions • Approved for use in HVHZ:No FLI61,Q.7 R10 It 104790-13-Rev07 sirinsAnfff Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:No Created by Independent Third Party:No Design Pressure:+38 PSF/-42 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load FL16107 RIO AE CBPC 130423=8pdf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.40 40 W8-09 DSIE-1F471: 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,ED25P, ED2LP,4302, W8 Garage Door with Optional Impact-Resistant Lites HDGC, 6202,MFC68,4305, HDGR, 6205,SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes Eti_61l7.R19_1_1 104119-RevO4-sinned.ndI Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL.PE 63286 Impact Resistant:Yes Created by Independent Third Party:No Design Pressure:+54 PSF/-60 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH. Solid doors or III 6107 RI0 AE CBPC 13042.3-A.0df doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). Go to Page ! I ® � 'Page 2/3 en di INextl Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850.487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::jtefund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.•Pursuant to Section 455.275, (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,, please provide the Department with an email address which can be made available to the public.Todetermine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe security ther, It February-14, 2013 (Revised 8/10/17) 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-2F1.53; 101348-A-Rev17, max. door size 9'0"" x 16'.0"; +38/-44 PSF (design load) TABLE.2: Drawings for d99rs w,tb Ma_1Lufacturing Product Code CMPC) PAN-2F156: 101348-A-Rev17, max. door size 9'0"" .x 16'0 +38/-44 PSF (design load) TABLE 3: Drawings for doors with Manufacturing Product Code (MPC) DSJF-1F1.71 101526-A-Rev20, max'. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 4: Drzwitig5 for doors with Manufacturing_Product Code (MPC) DSIU-1F171: 104778-Rev03, max. door size 16'2" x 16'0"; +46/-52 -PSF (design load) TABLE 5: Drawings for doors with Manufacturing Product Code (MPC) DSIE-1F471: 104785=A=Rev03, max. door size 16'2" x 16'0"; .+38/-42 PSF (design load) 104786-Rev04, max. door size 16'2" 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. TAB66_,1E G• DDDramingslor doors with Manufacturing Prod tc_t_Cade (MPC) PAN-2F153: 10 348 B-Rev17, max. oor size 9rQ"x 16'0'1; +38/-44 PSF (design load) PAGE 1 OF 3 FILE:CBPC_1302.14-A.3 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-W8 TABLE 7: Drawings for doors with Manufacturing Product Code (MPG)PAN-2F156: 101348-B-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-1E171: 101526-B-Rev20, max. door size 9'0" x 16'0"; +38/-44 PSF (design load) TABLE_ 9: Drawings for doors with,Manufacturinq ro u �ode (MPC) bSIE-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, 486, 42, 42B, 55, 55S, GD5S, GD5SV, GR5S, GRESV, ARES, ARESV, ED5S, ED5SV. Not all models maybe shown on a given drawing. Product Description for doors with MPC PAN-2F156: These doorsconsist 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 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, 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.3 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 wi liMP DSIF F471� 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, 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. Xmpact_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-A002 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 Cl 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: .%•%-vHAM, •, `•• 0..•• GSE ,.` Scott Hamilton, P. E. No 6(‘2 8 V4 Florida P. E. No. 63286 • Date: S( ' 7 ~13' rz STATE OF :IQ PAGE 3 or 3 ''',/,/ON' A''Cr,00 FILE: CBPC__130214-A.3