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HomeMy WebLinkAboutProduct Approval 4i Z ----_ Xrt' I------ _.. _._ 4__ 'CLASSIC' - 'CLASSIC'kAISLB PANEL.EHBOSS DODRS 'CARRIAGE;9SE'RAISED P&NEL E03SS DEMRS SHEET! REVISIONS noUELS z.c5 zs cA a5 GA MODELS B5 GA zs GA 1 OF 4 + F i REV. NO, ZONE: DATE: ECt4 ND.f APPt D: DESCf2 PTIJN CLCPAY 84A,Sa 73.75 - 76 CLDFAY _._...._......._._-_ -._-........._.....__.-__.. ..-_—_—..__.._..___..__...__._.__.__.. IDEAL 4RST, 4.'• 31, 2RS7 'CCLLEA GDSS,GR5S i? - 2/11/73 - SH Rf.V1SE0 FOR NEW!AADS, 11IA_I1ES ¢9,488 c, 428 tQns ARTS -- .........___._ _._.___.. 'ARTISFRIf SHORI'PAI r=L LONG PANEL 1[ D > - HOOEY 41` IS 1`:'..US1f P.RR7AGE GE HOUSE" .ED53 -._ _. .SHCRI Pa1tL LFff1G PANEL SHORT !&NELaIJV.liytQDECS: (1) INTERMEDIATE STILE BETWEEN EAC£i EMBOSS [(3) STILES PER SECTION AT 4'0"WIDE). EACH tNiERM. STILE OPTIONAL..GLAZING MAY BE ATTACHEO R:TH LOG-L-LDC 099 k B01710M)AND URETHATIE AOHESIVE STANDARD OR IMPACT RESISTANT (ALONG ca"TER). GLAZING. SEE SECTION B-B ON LQKC_0EL.A9,-IEL'_: (3) TOTAL STILLS PER SECT'ON. (I) STANDARD SHE1=2 FOR DETAILS. INTERMEDIATE STILE BETWEEN EACH EMBOSS. EACH STANDARD T4TERM, MAX. STANDARD SIZE iS � STILE ATTACHEO W.-TH TW-L--LOC (TOP h BOTTOM) AND URETHANE 1D-Ij2'•xW. IMPACT RESISTANT ADHESIVE (ALONG CENTER). ExTRA INTERN. STILES (1) PER LONG PANEL I t7 OFGLAZING IS 27-5/8'x74-'/8". PER SECTION, FIELD-INSTALLED WITH (4) Q8 SMS (PER STILE). DEUR HEIGHTSECT'IUNS x OF U-BAF.SI MAX DLO SIZE.IS 18-1/2-.11% �• 4 6 —S ~~� A END STILES ATTACHED 7O DOOR 713' TO 8'9' SKIN WVH PATENTED T G-L-LOC — _ 9'0' TO 10'6' 6 SYSTEM (TOP, B07T0:`.4, &CENTER). 10.9' TO 1213'_ - 7 1 11 f 3SEE A< 17 ti END HINGE YEW.8. !• � PAX $ECiSON HESGHT, 21' t"'--' - — —SEE INTERNED. HINGE � SI.IDF. BOLT LOCK I v 0 C. ENGA;:S INTO 1._ END U VERTICAL'TRACK. SVL.E. I ONE LOCK ON ACH SIDE OF DOOR. THIS DOOR MELTS.OR EXCEEDS 7HE OES;GN LOADS FOR THE = I ULTLVATE WINO SPEEDS LISTED BEIAW ACCORE VC TO THE FLORIDA BUILDING CODE QR THE INTERNATIONAL BUILDING LADE(FATED ON TWO P0114T LOCKING ASCE7-10)FOR THE.FOLLOWI C CONDITIONS: 1)ENCLOSED oo= --_ _ INTO TRACIc SNAP LATCH ENGAGES tUlx OPTION. BUILDING,2)DOOR WAS 2'OF WIDTH IN 8L'P.ONG'S Rt0 20ttE.3) ONTO VERTICAL TRACK. ENO ANY ROOF SLOPE,AND 4)TESTING IN ACCORDAtiCE WY?Hv ._ _...._ ...._. .... - in it STILE, Ahs!/DASVA 108.SITE-SPECIFIC C&Ck"TICNS BY A�OUAUFIED ONE SNAP LA„H 0 z VESIGN PROF£SSI N MAY DIFFER. I j h EACii SIDE OF 000.4. B 'spp ITE H) ( 155 160- 170 Set 195 i « _ _ _ _ Ol SIDE - SPiEA<Et ...____.. OL171SHANDLE. LOCK BAR E%PtlSi7R£ --u ! C91EGtlRY B, C. D B,C.D B,C B,C B CW'iIUNAI OUTSIDE KEYED LO(:k'IION Uf' A OUTSIDE END ENGAGES 11'1 _.�._._.._...... LOCK POSITION OPTIONAL VENT KEYED TRACK ON 1$ [1tF HEIGHT 2r 15' <5' 75' 3tl• _ HANDLE. STILE. EACH SIDE AN R ,MAX. DOOR WIDTH = 9'-0"'...---------- OF DOOR, --•--••-I-- -+ DE Et.FVATION INSIDE HANDLE 'CLASSIC' SHORT RAISED-PANEL SHOWN. LONG 'CL.ASSIC' - T KEYro LOCK'1VtTH 9tn�lFi}; K:YFO LOCK Y71TH �'0"' .LO.CK BAFi LO XI.Nf' —1 AND SHORT 'CARRIAGE PAUSE'ARE ALSO APPROVED, SNkP LATCH LOCK bP710N. f yGo...HA....... HA41/� I * * @14x:1/8" SHEET_ ;ANLVACTURING PRODUCT ODE No 69 6 �2 /y METAL SCREWS SHORT PANEL: PAM-21`153 / JL PANT PANEL: PAN-<"Pt56 �[ 'l DESIGN LOADS: 7.0 S.F. & 6.0 P.S.F. PART NO.: N/A TE i LOADS: +57.0 P. . & 56,0 i/4-:3/4" SELF -- vr+a:s sWeeea tJteenase Glu a 9585 Wxa STat .d ' VINCtDAD RATING _!! Va;x.CN 45047 t1FA P' 2. TAPPING SCREwS o7 TOLER7UvG�S o 'clopay T1e.sa.513-770-l. ���� D 3 ����'c�GTRip.�•�J d ��s •..••• �1,V A r .O.. {.031 Plattufi C(mPmT Fn h0.SLI-770-48§7 i�S OfYAt. �`` a1 i 015 DLSCRiPTiON: CLASSIC AND CLT RP STEEL PAN 5C +38I-44 PSF-- �� ! E 1111....lits CA INTERMEO3XTV HINGE OCD� t.005 .-......._..__............._..._...____.._.__.-_..-.....__...__-_..._..__......._... ._ ._— g„g_I;�a. END H1NGf.'' 3_@_ .11000 n 1.001 DRAWN GY: MW I DATE. 3/15/95 SCALE:NTS __DY7C,n DESIGN ENGINEER -- VIEW "a• vl w._'G" D«�.A�9 = f 7/2 CHECKED BY: DA E: ..... SItEEr t OF 4 SIZE . _. lSCOii HAMLLTON, P.E. urtga Sfeiea Otnerrlse -' --...--....__-_.....__...._ ---- (FLORIDA tIC;NSE No. 63286 IVWEM90NS ARE IM MCFES.DWG. NO.. 101346 -• A/6 l•cR: + 4 _ -- J ..---- - - - 2 [�(�c G3�©�°a 1�1 ®DM �' � ! rROVAL 16107 4 I 's4, 2 i 'CLASSIC'RAISED PANEL EMBOSS CDUR3 'CARRIAGE SOUSE'PASSED PANEL 04BOSS DOORS 1 SKEET' REVISIONS MODELS 24 64 25 BA 25 GA N'IDELS 95 GA 2S GA 2 OF G REV, N0. ZONE: DATE: ECN ND. AP?VD: _ i<E5CP,IFTlOCJ CLOPAY $4A,9! 73,]S i6 _- .__ �_ IDEAL SRST.4Fr 6RS? 2RS7 •�p1�£ Y'- GCS_-,GRSS -- ?7 - - `_- t _-� SEE.FEYIS€Orr HISTORY ON SHEET ONE. ....__._...._.._ _._...___.__..__.__.._____ HOMES 48,48B 42,422 KILMES _^ --- "" 'ARTISTRY' AKSS ^- SKORT PANEL LONG PAt7EL DEAL - _ ...._.._- DEAL -- -MODi_L 4F 4f IS FtUSM 'CARRIAGE HOUSE EO5S G Sf@RT PANEL LOG?ANEL IMPACT--RESISTANT-CONSTk'JC i'IUN; STANQARL? SS MB4Y CONSTRUCTION: SOLO DOORS(NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT ^LAZING ARE OPTIONAL DSO OR 1%8`ACYRLIC CITES AVAIiAELE. OPrONAL ACRYLIC GLAZING —i iMPAC7-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE D,'TIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE 14111.1 IEC/rm GLAZING IS GE LEXAN SLx24327. AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. IBC/FBC -606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE R7TH FBI.2612. THE.ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE ':FIE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEET'S TYw WIND LOAD REOUIR£ME?ITS OF THE.FLORIDA BUILDING CODE OR INTERNATIONAL BU�DIKG tVND LOAD REOWKNIENTS OF THF..FLORIDA EAPL.DING CODE AND INTERNATIONAL BUEDIN.^, CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBQRNE DF8R1S J CODE AND IS LARGE- AND SMALL-MISSILE R&PACT RESISTANT. RMONS.(REF. CHAPTER :6 FBC/IBL). SECTION B-B (IMPACT--RESISTANT GLAZING OPTION) SECTION _B-8 (NON-IMPAC] RESISTANT GLAZING OPTION ._.. I FRONT FRAME W7IH U.V. CCATING ON OUTSIDE 9.U.RFfeCE. {+j NOTE THAT FRCFNT FRAME IS t<ARR(AYE'R TIM LMPACT-RESISTANT FRAME. I .. C-PrICCUJIL OECORAINE MULTIPURPOSE Kali-80'1,10?AAE �!-• SRAM-IN INSERT.. !+ (BEIWEE?N PRAME AND FACADE). __)r--OECORATNE FRONT FACAt - f --- GLAZING MOLDED INSIDE-� ( -STRUCTURAL&OCONE SEALANT Ip LITE RETAINER, #86/4-PAN HEAD SCREW (BETWEEN STEEL SKIN AND FRAME). I i (10 SCREWS PER LIT-Q. IYPAC7 RESISTANT ( 1 I p ONE-PIECE:WECTTON L POLYSTYRENE RETAINER FASTENED TO FRAME VA7F: °t U V0LDED CF.LEON LX2432 FROM (10)d6..3/4^PAN HM MAC11VC SCR_1WS. S FRAME 6.GLAZING. IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWL NO 101348-A DRAMnNGI 101348-B C *�•• No.63 * rANUr KN T PANEL) DEI P -22F15,3 LONG ,,AP PAN-2F758 TESTDLOADS: +57.N LOADS: 0 PS.E- do P.S.F. -66,0.P_. .r- _ ?ART NC.• N/A A 9 STATE F .lu` [1 _ rl UM49S 51051E 171Ax.E.c S B565 D,:rt[5340 tAd Vik^LFIAD 2ATFY:G ��.,c p er• TOLERANCES tt< Clopay To.5L ?TT-770-IJ•A — 4��fisSC 1d.Na s1s=FI(I-!sx 1 �J y� n}Ictx L'aAAe::➢ fu._se.9t3-F74-1853 I ITV � �i �iJ �A�A�Q(V"E'\\\ *.015 13ESCRiPTION: CLASSIC AND CH RP STEEL PAN SC +,36/--44 PSF 1\ Uf.SICiN ENGINEER: 9pp o *.001 DRAWN ELY: Mw DATE: 3!15/95 SCALE: I47S 'pyG.' 0eg5Ees m *:!. CHECKED ETA: ^- I BATE; -- SI IE.E:'1' 2 b'' S ZE 'SCOTT H:LICENSE OtMEN on A E m INC I IFLORfDA LICENSE N.Q, 63�Sc .� f„NE++SIONS rN;[m INCHES.U'VlG. KU: 104348 - a!R VEP,: IBTI I 1___ - FLORODA, PRODUCT DUCT yap PROW S L 6107 4 ( 3 Z 1 'CLASS!['RAISED PANEL EMBOSS DOORS MARRIAGE W--SE'RAISCD PANEL EMBOSS DOORS SHEET, REVISIONS MDrkLs z4 GA z5 CA 25 LA MODELS z5 GA z GA 3 OF 4 RF.V, NO_ ZONE: OATS EC W N0. APPVO: _DESCRIPTION CLDPAY 04A 94 73, 7S _76 CLOPAY -- -- - - SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST_ar. 6RST 2RSF - 'GALLERY. 6H5S.G115S -- - i7 MORES 48,48H i42,42B -- HOLMES AR5 SHORT PANEL LONG PAREL IDEAL -•- -- 3" TALI. U-BAR 115S (�} MODEL 4i!S FLUSH 'CARR(+.GE HOUSE' E -- --i �--: THICKL£!20 CA. GAL•:. STEEL D SHORT PANEL LONG PANEL ! � H4. YIELD STRENGTH: 50 ! h5i] �-1 YFRTEGAI_�Ir_.tiEf,}�.IACH44£NT (WOOD FRAME BUt+DiN�j: � � i-7f-'13-" 3/9"x3"LAG SCREWS ON 24" CENTERS. 1-1/8"O.D. WASHER REQUIRED, LAG --R--WS ?-'-AY F BE COUNTERSUNK (BUT NOT REQUIRED) TO PRO..ADE A FLUSH MOUNTING SURFACE. HOPA70H JAMBS DO NOT TRANSFER LOAD. 12 GA. GALV. STEEL i0P - T: 1J� I, ATTACIiMFNT {C•-S;'1 BL-E K •R .000 PSt MEN, CQNC.RF?£ COi_UMN1: ROLLER BRACKET, EkGH J- BRACKET ATTACHED W/(a) 3/8"x3'SLEEVE ANCIQR BOLTS ON 22" CENTERS (2,000 PSE MIN. CONCRETE). WASHERSt4x5/B'SHEET H.IETAi Ti:CLUDED WITH SLEEVE ANCHORS. r SCRUMS. OR i 1/4"x3"?APCON SCRF,Y{S ON 19"CE'N?ERS (2.030 PSI MIN, CONCRETE) OR 10' CENTET25 25 GA, MINI' C-40 GALV, 1 �S,.zEP STEEL LRP JOINTS. BAYED-014 PRIMER A (C-90 Bi.00K). 1'O.D. WASHERS REQUIRED VAT" IAPCONS. IM ANDD \\\ ANCHORS MAY BE COUNTtsRSUIJK BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING ( A +3AKED-ON POLYESTER SURFACE HORIZONTAL JAMBS.DO NOT TRANSFER LOAD. TOP COAT APPLIED TO 14 GA. GALV. STEEL END Ii'BE r OTHER JAMB CONFEC-EJRA?(QN,$: REFER TO DASIIA TDS-•161. k LICENSE DESEGN BOTH SIDES OF STEEL FItSTENEO TO ENO STILES W/(4) EACH PROFESSIONAL MAY ALSO SE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB If14x5/8` SHEET METAL SCBE:K�' 8 {41 CONFIGURATIONS. 1/4" SELF TAPPING SCREWS. PREPARATION GF JAlv1SS BY OTHERS LBM: THE DESIGN Or THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE ." 3` TALL x 20 GA, GALV. STEEL U-BARS RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN, A 2-1-.2-1 PATTERN (L£. TWO IN ACCORDANCE W1THI CURRENT BUILDING CODES FOR THE LOADS USTEG ON Aa;, THIS DRAWE U-BARS ON BOTTOM,SECTION, ONE U-BAR ON NEXT SECTION, ETC,). EACH U-BAR ATTACHED WITH (2) I/4'x3)4" SELF TAPPENG SCREWS PER STILE LOCATION. ✓ i i t3 GA. GALV, STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8` SHEET METAL SCREWS ALUMINUM EXTRUSION & VINYL WEATHERS-TRIP. Sf:f' ..QR_A-A JaID1 VIEW} f• '� ` N 8 ' ANtffACT,URING PRODUCT COME * SHORT P/WEL: PAM-22753 LONG PANEL: PAN-22156 DESIGN LOADS: +38.0 P_S.F. h -44.0 P.S.F. PART NO.: N/A TEST LOADt57.0 P.SF, & -66.0 P.S.F. 'tui OKsss sl.w Qn—K- =n 8 n D is VINDLOAD RATING A I - P :_�,. TOLERANCES- Uio ay , lAf�, -D P 3 8 sE3-im- ... 1. DC.vCi?iP1'ION: CLASSIC AND CH RP STEEL PAN SD i-_3S/=44 ASF DRAWN B5'; MW IRATE: 3/15/95 SCALE: NTS DWG. DESIGN ENGINEER: CHECKED BY:. -- DATE: -- SHEET 3 OF a SIZE . Un. SIC't4 V'.Rv St SCOTT HAMILTON, P.E. Iwrr+scas xK-WCHEs F{!.^,. N0.' 701346 •- A/B dF.R: E5C FI LC'RIDA ICFNSE NO. 63286 _---.--�--, ---_-._.- _ 2 FLao RpDDa P C)®[DUCT T AIr OO AL 16107 4 3 _ .^ 2 --- -- 'CLASSIC' RAISED PANEL EMBOSS DOOP.S 1 'CARRIAGE HUME'RAISED PAWL EMBOSS DOORS I SHEET, �- WASIONS ' MODELS 25 GA 25 GA MODELS 25 ca 25 GA. OF 4 REV. NO. 7.QNE: Ln.ATE: ECN T.O.:ASPVD: DESCRiPTiOIN CLEPAT' 64A,94 73,75 7(: CLOPAY T7 - - - i - SEE REVISION HISTORY ON SHEET ONE. IDEAL aRST,aF• 6P.ST 2RST 'uALLERY' GD55.CRSS , .....__....._. _ HOLMES 48,482 42,42B `- HMP=a .1RSS. — SNORT PANEL f,LC1wPAHEL 'ARi ISTRY' i IDEAL w -MOBEL.4F IS FLUSH i 'CARRIAGE 1-V SE' EDSS Fl U SsIQV PANEL LUIY PAt$L ODOR C!:UH7[k3AVNCE SYSTEMQNEfGtLQi1ON ?,RACY. CONF01RAT1014 --_ H011.20TITA,TRACK 15 CA CAW,STEEL FLAG BRACKET AITACHE6.,0 DOOR iUPPORT BY DWIR yµt6 WiTti(3)51)6'X 1-5/8`LAG SCREWS HEIGHT •"L` INSTALLER(TO SUIT). I -rte ANO f0.TRACK WITH(2) 1/4"RFJEIS. 6_ t.,I,;,'RACK COHFlGt%RA7tQN 7 2.6 SYP WOOD.;AMC. SEE [—JPT4ONAL STOP M.OULODJG DY 1N5TALLER(YO SUIT). *-; -JAMS PREPARATION NOTE-.1 'r16 CA GAtV. STEEL LVO STILE. �^ ALOVE THE DOOR OPENING DOES CA AS ROD.SPACING NTE 30"Q.C. 8-0- NOT NOT AFFECT THE OkO LIDAD RAi:NC OF IH15 DOOR. Q 18 GA QALY.5 E2'xa" 2.OALV. STEEL.TRACK, � " _ g" 2-1/2"X 12 CA CALY. STEEL- TRACK THICKNEi-S: 0.681`. _ S .....__.-.�-__....___ _ 1 - 11.27 TRACY.S WITH F/ulENEO TO �1 10'- '1 WOOD JAk165'+.ttN 5/6"X t-b/8" 7/t6'°.D.ROUND \ T£it CM1 LS HINGE 1V-0 LAG SCRfKS. t pL15H SJUT `FASTENED TO INTER.STILfS w/{4)EACH T Z- - -t ` FASTENER. Fj14x5/B"StiEET META_SCREWS. ` 36".2" TYP. 2-I/2"x T2 GA CALV. 12'.-0't G0.OALV.STF.EL ROLLER KNGES FASTENED TO END STILES W/0)E?CH ffi4s5/9' C, 51EEL(RACK BRACKETS, 1 -F JS L' a7Tt tED TO,MAtB Y.11H{i) Iy�Q_14¢" SHEET METAL SCREWS Ali {2) )1a"�Ec�TAPPING SGRE'tva PER ChD 14NGE. 0 5/16"X T-5/8`LAO SCREW PER '1 -• I 2"CALM.STEEL TRACK FASTENED TO TRACK BRaCNET. ;,j_4'- "1 12 GA CALV STEEL TRACK BRACKETS "Ow 7-i 2"LONG STEM, 10 SM STEEL ROLLER WITH STEEL.OR NTLON TIRE. DA,_ 'L(:L WITH EITHER(2) 1/4"CK RNEIS CR 2 / 10 it -O (t) 1J+"X 5/9"BOLT& "LIT PER TRACK BRACKET. HFC7Ityn;C=C .. 16-Q i 4= PREPARATION OF IAMBS RY OTHE 5. LHR eR IKET(2-1/2•x 5-3/4"x 12CA) ATTACHED WIT)i(2) 1/4".3/4-SELF TAPPM •S:.REWS: 3" TRACK I,S,�ALSQ_AVAILABLE. rot/3_E TRACK trW HEARRDOM OPiTOu QDUBLE HORIZONTAL I TRACK. t ��jj B LJ HA1L114 %% Gam"6 E N• ��i �� r tSOp(; PANEL, PI PRODUCT 7 * LONG PANEL: PAN-2Ft56 '0� [7*ZS F�•�.�� i STOCSIGWADS: 4.57.0 P.S.F. tF k66.0 P.S.F..F. PAST NO.: ;y/A __.- n A '9: $TATE OF .wru UNesx Statrn nue.:e — 9585 Duke Saar d ViNDLOAD RATt ~ 'O ,�,� p;Au TOLERAFiGES«r. �lopay Tel�it>.513-7770-45M050 6 •• ......R l0.•'.. Z. D - 3.031 8:4f7 N drcls rA"mv Fax No.SI3-770-1652 E� � 00= &.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC T39/-44 PS` iqhONA110, .Den m m.oc15 1: - 0000 m -.001 DRAWN DY: MW D/iTL:3;1:195 SCALE: MS OWG.B DESIGN ENGINCER1 DeB,rx�= x1/2' CHEMO E3Y: -- DATE: -- SHEET A OF a SIZE jJ (SCOTT HAwLTON. P.E. Uaras S1ott0 OW-isI it lOReCA.. > NSE. %Jo. 6:9388 mla?MONS ARi L•WG.1H INc:�Es NO.: 101348 - n/e VER: IRC -- -T— --- ,5 __. --------- 2 FLoROn�u o®U Ger APPRO SAL 161®7 11/3/2015 Florida Building Code Online Saida Depe fttTlent! BCIS Home ; Log In i User Registration Hot Topics Submit Surcharge Stats&Facts ; Publications { FBC Staff I SCIS Site Map Links j Search Busines ProfessiVl *. USER:Product Approval Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL16107-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed 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. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 12/31/2028 Validated By Gary Pfuehler f Validation Checklist- Hardcopy Received Certificate of Independence FL16107 R8 COI Certification of Independence of Validation Entity- Gary Pfuehler.pdf FL16107 R8 COI Statement on Independence of Evaluation Entity- ScottHamilton 120424.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 Mips:/Moridabuilding.org/pr/pr app o.aspx?param=wGEVXQwtDgvyf4ngAXhlO9aYpgeWu /p2f5QddoiAiINMUOv)GSYaHZagp/o3dp/o3d 115 111312015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/31/2015 Date Validated 08/31/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 � M p � ; '�`A�`"'zfs�s ���� � 'xa°' �t ,�"" f �r^s m''.0 a't'e' '.�'Y ": ,y. <aW GEttsPae`M Ufa d d (s:�sast4 � �" F t.. t z..M { z t:� ix+'+^ifif {F -h�cx',��.•5svi"d+'--.+ e�T.r : ri` f:...- h - 'c f. . �'S v w 10 ..c.. .�. .s.:..i4 eA1't :x d k.,.,SF��'� d. ✓7 w;c..-FS u.Y sK. 16107.21 21 W8-16 DSIE-IF471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior GR2SP, GD2LP, GR2LP, AR2SP, skin 27 ga. min.) Double-Car(97"to 167"wide) i AR2LP, ED2SP, ED2LP,4302, HDGC, WINDCODEO W8 Garage Door with Optional Impact-Resistant j 16202, MFC68, 4305, HDGR, 6205, Utes Ii SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104786-RevO4-signed.pdf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 j Impact Resistant:Yes Created by Independent Third Party: No f Design Pressure: +46 PSF/-52 PSF Evaluation Reports' Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 130214-A.pdf j doors with optional impact-resistant glazing are impact- ` Created by Independent Third Party: No resistant(large missile impact). 16107 22. 22 W6 09 DSI& 1F171 4400,44011Double skin Insulated EPS(exterior skin 27 a. min ; interior- 4301,43.00, 4301,4310,HDG, . 27 ga aurin)Siri9ie Car{up tq 9'0 wide)WINDCODE.p. . tiDGL, HgGF,66,,66G,b7 ;ti7G, 68, W45, b Garage of with Dpt1onai-impact Resistant Ute' S132OW:W200,;SE200,5200 6Zo1, 6203 Lhnits'of Use installatmn=nstructons ApproV.ed foruse:in HVHZ Yes F�16107 R8 IY 101526 A Rev19 si en d odf, mproved for use outside HVHZ Yes Verified Sy Scan Hamilton FI Pl:63286 pact;Resistant Yes Created by indepentleno Design Pressure;.+38 PSP/44 PSF Evalyatioq Reports :Other: Max.Wtnd.Speed:.(V_uIt) =170 MPH. S6iId:d6ors_or .Mt 10",`6 A£.CBPi; 130214-A odf doors with optional impact-Ces�stant gtaziRg..are tmRact Created by independent TtlirdParty No resistant(targe'.misslle iilipact) 16107.23 j 23 W6-09 DSIE-1F171: 4400,4401, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior 4300,4301, 4310, HDG, HDGL, skin 27 ga. min.) Single-Car(up to 9'0"wide)WINDCODE@ HDGF, 66, 66G, 67, 67G, 68, SP200, W6 Garage Door SF200, SE200, 6200, 6201, 6203 Limits of Use I installation Instructions Approved for use in HVHZ: No FL16107 R8 II 101526-B-Rev19-sianed.odf ; Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports j Other: Doors with standard glazing meet the wind load FL16107 R8 AE CBPC 130214-A.odf ! requirements of the building code but DO NOT meet the Created by Independent Third Party: No ! impact resistant requirement for windborne debris regions. 107:24. 24 W6,09 PAN 2F153 84A 94, 73, Steel Pan(min 25 ga:)SIngle-Car(up..to 9 0;:wide)_ 3 75, 1500;:190,4RST,4RSF,4F, WINDCODE®.W6 Garage Door with Optional impact-Resistant '6R8T, 6RSF,48,;.42,55, Lues' S5S;,GD55,GD5SV,GR5S,GRSSuf AR5S :AR5SV,EDSS, EDSSV . Limits of Use, Installation instructions,. roved foruse In HVHZ Yes tiis107 8'I1 1i318 A Rev17 sinned odf App :Approved for use outside HVHZ:Yes Verified a, Scott Flamilton Ft PE 63286 ImpactatesMtant Yes _ Created by:Independent Third Party No Design Pressure:+38 PSF/ 44 PSF Evalfuatlon Reports Other:M6x.Wih Speed_;jV ult). 170 MRM:Sol tl<doars•or.- ..FL36 87,R8 A£ CBPG 1302U4,64 doors with optional impacC-resistant glazing are Impact CreatedYby'.Independent Third Party No resistant(targe missile rmpactj, htIps:/Ifloridabuildirig.orgfpr/pr app ctl.aspx?param=wGE:VXQwtDgvyf4ngA(hl09aYpgetu2%2f5QddoiAiINMUOv)GSYaHZag%3d%3d 215