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HomeMy WebLinkAboutProduct Approval 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 Date Revised 10/14/2016 Summary of Products Go to Page Page 1/3 Yi ....................... FL# Model,Number or Name Description 16107.1 01 W6-16 DSIE-1F171: 4300, 4301, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior 4310, HOG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) Double-Car(9'2"to 16'2" wide) 67, 67G, 68, SP200, SF200, SE200, WINDCODEO W6 Garage Door 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104724-A-Rev03-signed.13df 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 R8 AE CBPC 121212-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.2 02 W6-16 DSIE-1F171: 4300, 4301, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior 4310, HOG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) Double-Car(9'2"to 167" wide) 67, 67G, 68, SP200, SF200, SE200, WINDCODEO W6 Garage Door 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104724-B-Rev03-signed.Ddf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R8 AE CBPC 121212-A.Ddf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.3 03 W6-16 PAN-2F153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide) 94,42, 48, 428, 48B, 4RST, 6RST, WINDCODEO W6 Garage Door with Optional Impact-Resistant GDSS, GRSS, ARSS, EDSS Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104710-A-Rev03-sioned.Ddf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.4 04 W6-16 PAN-2F153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide) 94, 42, 48, 42B, 48B, 4RST, 6RST, WINDCODEO W6 Garage Door GDSS, GRSS,ARSS, EDSS Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104710-B-Rev03-sioned.Ddf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R8 AE CBPC 121212-A.Ddf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.5 05 W6-16 PAN-21F143: 84A, 94, 98, Steel Pan (min. 24 ga.) Double-Car(9'2"to 16'2"wide) 48, 48B, 417, 4RST WINDCODEO W6 Garage Door with Optional Impact-Resistant Lites - _.._.. _.._._.. _. .w.1... z t CLASSIC' cARRmgs HDi1SE"RAJ%o PANEL:,EMWSS DOORS SHEET- ---- —.._.. 1..Ofi �4• HPDzLS,,. .:24. GA. :25 GA 29 GA, 24 GA.. HOP EI S 25 GA REI!: NO: ZUNC DATE' ECiM':NQ. .J+irPVD DESCRIPTION CL•DP..AY 64A'..194 73*.75.. 76;SSL, ..98: CILOPAY'':GAL.LERIC' GD$S, GRSS' 03 - 6/24f}3"._.-. SH ADDEO.LONG'PARcL OPT10R:.. .. !'DEAL �6 . 4RST � R$J�: �2RST � 4F.- Hf1Lt1(ES. .ARTI'STRY,' ARSS: ONE'SiAlvD4RD-INTERMEDIATE STILE,.BETYIEEN•EACH EMBOSS H0614E:S .48..48D :42, >3.2B -- -- IDEAL.CARRIAGE.0QIiS6'' 'ED5S LOCATION..FTTACI NCD:YfJ'TOG-L-LOG (TOP& BTM)AND D -'tHORT LONG FLUSH, .SHORT PANEL URETHANE ADHESIVE.{/tl.'ONG:CENTER). /' 'CLLONNGSP ME LSOPANEL DEStOWSROWN. GALLERY SHORT AAPRONEU. SE£:TABLES BEL01't F44R OETF LAND "CLASSIC" S_ (COW-PANE SEE TASL$ R OPTIONAL GLAZING MAY BE STANDARD OR �-EXTRA, PANEL)D [ t LAZ]IT RIV APR GLAZING SECT StiOR`( C )t BELOW. ClAZ1N 15�A.DPROVrD. SEE SECTION 9-B.fl:V SHEET TVIO'FOTi DETAILS. (GLAZING SHO'NN IN. GLAZING:SHOv1N IN TOP SECTION. IN`IERMEDIATE.SECTION.) .. . . VIE'-"B"(SEE SHEET THREE). A' mac. zi -1AEW ".C' (SEE SHEET THREE). I �s .. .. 16 GA.'END STILES.ATTACHED TO ... .... - n o ..•. .. - DOOR SKIN WITH PATENTED - c . . . .. TOO=L-LOC SYSTEM (TOP, BOTTOM & �. C X X17=1a CENTER).ATTACHED TO TOP AND 9 _ .. BOTTOM RAIL:'MITH PATENTED TOO--L--LOC SYSTEM. _ -- TM POINT LOCKING INTO TRACK. , 2) ble TOP BRACKETS L- -►A \-OPTIONAL OUTSIDE KEYED LOGO POSJTION: INNER BOTTOM BRACKET.USED AS —MAX. DOOR WIDTH = 16'-2" (t) 3-IN ROLLER CARRIER(P/N iNSt ',1ZLMONj 0120394) USED KITH 3"TRACK. SNAP LATCH ENGAGES LOCATION.OP OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL. TRACK. END ONE SNAP LATCH ON STILE' DOD.+ HEIGHT SE..T r OF ONE SLIDE BOLT LOCK EACH SIDE OF DOOR. r UP TO 710' 4 'CLASSIC'RAISED-PAI:iL EPIZISSS FC'ORS 'CARRIAGE H-11SE''RA1SFD' ENGAGES INTO 13 B 7'3' TO 8'9' S SHORT PANEL L8M'PawEL PANNEL EMBOSS.DC14•$ E14D �VERTICAL TRACK. OUTSIDE 9'0' TO 10'6' 6 9 OF l'ITERK NI DF STD r'IF cc H. SI"wRT PANEL STILE. � ONE LOCK.ON HANDLE. LOCX BAR ISOR T/IDTH STILES DOOR VIDTH TMFRH.STELE INTERW STILES )C¢UITERK. E:'iCH SIDE OF 10'9' TO 12'3' 7. (PER SEGTIOM !F£R SECT(DiD (PER SEGTIO'U DOOR VEDIk STILES OUTSIDE i END ENGAGES IN 12'6' TO 14'0' 8 92'TO.91G' D' 9'21 TO 2112' 1 1 z -ER SECTION DOOR. KEYED TRACK ON 14.3' TO 15'9'' 9 ! Io•c•74 Hlo' 4 11.4•TO 14.10• z 3 9.2• u 0.0' 3 HANDLE. STC-. EAC-[ SIDE 16 1D 12'01 TO ITIO• 5 L'0'TO 162' 3' 4 102'TO 11'4' IVA OF DOOR. 14V TU 15'10' 6 SEE DGTE SELOV REGA.RDIIPExm 11'6'TO 14'6'. .9 1 INSIDE-SLIDE 6(iT INSIDE HANDLE Tula SECTION HEIGHT: 21• ;6.01 TO 16.2'. 7 SI IN Lure PiaIEL Dc�S. 14.8•TO Tse' 7 _ LOCK OPiIODI. I - CI Y H OLTS(DE KFYEO LOCK WITH. ,O.IZT$Dc KEYED LO.0 AT 'LLCM BAR COCICiNCz, N EXTRA STILES FOR LOUD-PANEL MODELS- SNAP LATCH LOCK OPTON. JOXk-28i GA. ERVAL M.STIES Z6, ! THHEES1T CONS! CEn ER STILERS ME ISNEOEIAIDPO.^.!T EET%.OLIMED AS �E N7HF T le EMSIIND RMIDENTSL:CENTER STILES,COMJLTcm CENSER ST1tE5 FPE THIS DOOR L1E'£TS OR EXCEEDS 7HE OESIGN LOADS FOR THE G.••GEN•' O r .�5�yC SF•..y +` AltatkFO'MTH f00-L-LOC(IOP 4 DDTICMJ OR(c)3/1E'POP R*/EIS UUl61ATE WIND SPEEDS U3TE0�BGLO'!1 ACGORDiFIG.TO 1}IE FLORIDA OR(4)BD SHEET OCTAL SLRCN6. BL9LOING CODE OR THE 1NTERNATIOPNAL BOLDING CODE(BASED ON MANUFACTURING,PRODUCT CODE ASCE?-10) FOR THE FOLLOWING CONDITIONS. T)ENCLOSED SHORT PANEL: PAN-2FT53 BULEVN 2)DOOR HAS 2'OF'WIDTH IN BUILDING'S END ZONE, 3) LONG PANEL: PAW-2F156 AIJY ROOF. SLOPE.AND 4) TESTI/G-IN ACCORFiANCE WITH DESIGN LOADS +36.0 P.S.F. & -42.0 P.S.F. PART NO.:: N/A ANSI/DASNA 108.SITE-SPECIFIC CALCULATIONS BY A OUALIFIED TEST LOADS +54 O P.S.F. & -63.0 P.S.F. A r-1 r�. u"•TA-E OF €ffti 'DESIGP)PROFESSIDI,%L'NAY DIFFER, u.L—Stetee Om"W— 8534 Duk.Bculmo'd ViNDLDAD RA TTIvi th .1C•5 160 170 180 195 YOLERANt:CS :i11opa %$Si%.5135iio ieco ��6 3 6 T ULTIMATE VINO .....>>� SPEED QIP14) ,00 -- 1'031t.O15 0u�fig f'rorlVds C¢c:�ny F¢x N¢.51s-770=SC14} DESCRIPTION: 2-STEEL'PAN DOORS 16'2-W (SEE TABLE FOR MODELS) CATEGORY S.C• D D,C. D E..C D,C B .000 - t.005 E SURGOOD= s.0o1 DRAVIN BY: SH DATE:'t 1/is/t SCALE: PITS DWG. DESIGN ENGINEER- -•---•v— Degrceo ±1/2' CNECKEU BY: SH DATE: 11%1.0/7 SHEET 1 OF 4 SIZE SCOTT HAMILTON, P.E. XCAH ROOF HEIGHT 25' 15' 25' IB' �' t1NuDs St.. Ot:t e.Te FLORIDA LICENSE N0. 63786 olNeFi+5l0arsARE Nif UNc+ES.G�VG. NO.: 104710-A/5 .. VER: IBC .4 1 3 2 FLoa9®a PRO DUCT APP NOVAL 1i 61.077 4. 3 CLASSIC'L2A;TSED.PAN-EL.:EFTBbSS il DOORS: 'Ct+i2ATACC HflE1SE'•RiUSED:PANEL.ENSDSS SR[ET' REV15i0NS Ni3DEL8 :'24 FA 2S GA -2S GA. ;, 24 Ga FiQD�'L'S ,::25 GA•; .. -of'4. REV. No;_.ZQNE_ ::'DATE.:. 'ECN N0.-APPVb ... QFSCRIPTION'. C1,.6P(iY .64A 99 73„7.5 %,.75L ` e: .CLIIP:eaY'GALLERY' ,(•iT1�S fiP.5S. 0.3 SEI SE REVISION.HISTORY.ON SHEEI.Owg: IDEAL' 4RST :6RST MT 4F HDL3fiES.'FR'iTST`tzY` .i1R5$ HOLMES '46 4s&4z 428, -- -- IDEAL '.CARzIAGE''NDUSE'' ED5S. SHbRT LIING FLUSH SH7.RT'PAgt D tMPACI=t2EStSTItNT UCTiTJN; STANDARD ASS td18LY £ONSTRUCT(ON:; • SOLLD OQORS (ND ORAzlNO) QR'DOORS WITH:'OPTIONAL.It.T.PAM-RESISTANT:GCQING ARE OP71ONAL OSB OR i/B "ACVRuC I.ITES'AVAILABLE:�OPTIONAL.ACRYLIC GLAZING IS IMPACT-P.ESISTAN7. OPTIONAL.INJECTION-NOLOED POLYCAfiB0�+5Y£ fR6MT FRAME„ATiO ;pLASKOLRE OPT.IX OR;LUCIT€CP APPROVED CC2.PIASTM, iM ACC:7R0?7dCE WITH 3i3C/FBC GLAEING IS GE LEXAN SLX2432T, A?! APPRAVED,CO.. PLASTIC IN ACCORDANCE VJITIi 2606: IBCJFBQ 2SO6 Ai D'AN APPROVED Cl PLASTIC.-IN ACCORDANCE WITH FSC 2612. THE ENTERF_ DOOR.ASSEMBLY-INSTALLED IN COWPLIANCE"WITH,THIS SECTION-MEETS-TRE THE EIRE DOOR-ASSEMBLY INSTALLED IN"COMOLVXCE WITH THIS SECTION-MEET$'Pit WIND LOM-RD OF:IHE�FLORIDA BOLLD1NC COOE.OR'�INTERNATIOeNAL BUILDING . ,!IND LOAD REOUIRWENTS OF THE FLORIDA BRILDOG CODE ARO INTERWMQN4L BUILDING CODE'BUT DSS'NQT_MEET THE IMPACT RESISTAN. REQUREkNF FOR WOMORNE DEBRIS CODF..AND IS TARG-:ANO SMALL-MISSILE IMPACT RESISTANT. REGIONS(R"cf.,_CHAPTER JID FSCAPCa Iii{ 'SECTION '8�-6 (}i TACT -R.E'S4STAhfT GLAZING Ot'T3f}N. SECTION{ B-S (NON-IMPACT RESIS1ANT GLAZING OPTION -- .1 FRONT FRAME WITH.LI U..COATING ON OUTSIDE SURFACE. NOTE.THAT FRONT FRAME IS NARROWER THAN DETAIL"D' IMPACT-RESISTANT FRAME.�y-12s OPTIONAL DECOP.41WE // 2e MULTIPURPOSE HCH BONDTAPE I 1 SNAP-04I1iSERs'. f (13f7WEEN FRAME AND FACADE). ­Tq. •—DECORATTNE FRONT FACADE. ?� j�r: CLA21NG�1-�1u' 1— �MOLDED'INSIDE o.Iea-� LITE RETAINER. J --STRUCTURAL SILVAN[ SEALANT 98x3/4”PAN HEAD.-SCREW (BETt.TF0 STFXL SHIN AND FRAME). (10-SCREWS PER LITE). RJPACT RESI�rANT -/ ONE-P!ECE IN3ECTton POLYSTYRENE RETAWE,FATNEDTO FRAME%WH ! Y*LOED GE LEXV14 (10)..88 x 3/4'PAN HEAD MACHINE SCREIVS: B U S00432T FRONT MWAC h GL+ZINC. IKOACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAINING 104710-A DFIAlNlll G.1.04710.8 H(AM14.<T � O �. *.'• NO & 8 %.* MANUFACTURING PRODUCT.CODE SHORT PANEL_ PAN-2FIS3 - LONG PANaL: PAN-25`156 DESIGN LOADS +56.0 P.S.F. 42.0 P.S.F. TEST LOADS dos PSF & -63.0 P.S.F. PAR- NO.: N/A _ r•t 9'. S•F`ATE ©F 4J,w LW..s smaed ctb”" —8595 Ouue Bowftord INDLDAD RATING TOLEP,ANCES ae ClQpay Mosor.,Oi 4`xG40 USA�--/y_ ._ �ifS� O;R�I d \t�� .O.+ 1.031 Bn7d'Aq ftM.ods Cortgrony FDS.No.513= -{&53 ,V�{ DP-36T �tjst4�Q A� 1;015 DESCRIF•TION: 2."STEEL PAN DOORS 16'2'19 (SEE TABLE FOR�MODELS) .Goo= *.005 - .0000• 1.001 DRAWN BY: SH VATE: 11/19J1?JSf.AA.kir'NTS D'NG.T� DESIGN ENGINEER: Dcgl&es= f i/2' CHECKED SY: SH DATE: 11/20/1 SLEET 2 DF 4'SIZE B SCOTT WwwON, P.E. u.,­Slated olhv_!,d FLORIDA LICENSE No: 63286 ., sIONS ARE w wa+¢s..MG. NO.: 104710-A/8 VEP.:IBC ----- ...� 3 ___- 2 FLOR A PRGMJOMAPP ROVAL H SU .... .......__._ ........._......—._�.__-.—a��Wcv:s...a;...�.::':x...::'..:..::::.:_:.:.::::'::�::.......,.....::.}.:...,..::,z�:�n.:..n....... ........_5 .__.u.. ......_.. -u...- .......- - ...... .. - r.. ......F -..-..�_..._._.._._...—..— _.._-- .v._ - ..._ _..._.... _ ..._ ... —,.—. ..3 P. S 3 CLASSIC' RAiSEP:IAN 1,EHBOSS;DOpRS -CARRJAGg- HOUSE' R'AISEIJ AANeL EHBEISS DDORS' sF FET.. REVISION$ H.aPEt$, 24, GA 25 GA 25 tAA' 24 GA MODEL'S QS G0. -Qr `: REsI. PVD:,ZONE. DATE;' E:CN NO.'APFVD OESGR1PTiQN• 'CLDf?;6Y .8§A. 9 '7;3.,75. 76`..7,St ;98; 'Ci:DPAY 'G".4Ll:ERY'. _ GDS$.GRSS:.. .03 .:.- - -. 5H ...5EF,'R.EVI$ION,'Ht5TOTtt' 0EAC.. . 4- 4R'ST _ •: ST 2RST 4F Fi0LmES-,AR IST!Rv AR5T 'HOLHES 48. 4813: 421-421£ -' --R. JDEAL r4ARRTAGE'HOUSES°: ..£DSS... SNORT USR SHGRT PANEL• -i._ T^-2`THICK D D r1OrtIZDN7AL.{TDI}.JAIAB JAM6 TO SUPPORTING STRUCTURE MTACHMENI' .. (2}.12 4AX Gp:V. STEEL t4P Rott.�R. (NP LOAD FFMOR) SQTE;. 25 GA (O.OT3 MIN. TF4iCK) BRACKETS (2-4.,"rH/z°.x 5 3J8'y. EACH 1. ALL TIM.LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AWD HEN�FT2OM THE TRACK TO D1DS STEEL �RIOP.SKIN- ..., � ATTACHED 144/8"SHEET THE:2x8.:V8RTtCAL SYP(GRADE 42*R BETTER)-JAMBS.�NO LOAD FROM'.THE-DOOR IS WITH�G-A&-6ANANIZING, BRACKET ATTA TRAIISFERRED TO THE FMZONTAi(TOP).-WAL QAKED ON PRIMER ANDA ,JETA4 SCREWS. AEt1USTA9 SLI E:ATTACHED 2.EACH VERTICAL JAN,.B SEES A 5�W0;<ttlt•A�.D-cS1CN�LOAA-CF +268 LO'&-636 LB.PER LINEAR. BAKED-OT1'POLYESTER. � To TOP BRACKET WITH (2)'"T/§kT/2' bous FOO OF; .1s. TOP COA`f.APPLIED TO E(?TH AND NUTS PER'':BRACKET. 3. ALL JAMD FASTENERS,MAY BE(BUT ARE NOT REOUR D'TO BE)COUNTERSUNK TO PROVIDE A SIDES OF STEEL ACLU. .. FASTENER BUSH'MOUNTING SURFACE TYPE 4.A 1/3 STRESS INCREASE.FOR.WIND.LOAD\VAS¢Q?'USED'IN THE CALCULATION Of�ALLO'{TABLE. LO. S FOR ANCHORS AND fASTEtSRS FOR STEEL CONCRETE A.dO tytSONRY. SHIP umS 14 GA MIN:-GALV. ROLLER HINGE.. EACH. C C Ii44GE-FASTENED TO END STILES W/(4} 2x6 VERtr-AL JA%G tiJ 1/4x3/45/8�SHEET TAPPITALNG AND EW i/4'"x3/4" SELF TAPPING SCRE4YS SEE r—4-- VIEW.'B". i • ONE 4" T-STRUT PER SECTION. (SEE vIE'.'F 2x6 .IAMB TO SUPPORTING STRUCTIJRF ATTACHMENT L 1^tV c N� "D") EACH T-STRUT ATTACHED,AT EACH' 4" TAIL TAPER STP,UT. HINGE LOCATION.WITH (2) 1/4"x3/4' SELF (1407 TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) TAPPING SCREWS. H.u10iIDu. 0.057" MOI. GALV. STEEL. ON-CENTER 50 KSI. MIN. .DISTANCE, SfEEi BETWEEN NASHEi?S BUIV44C TYPE FASTENER TYPE FASTENERS'REOUIRF.U7 BLOC,(WALE -Y4' 3-7/4"Y.W 'MPFD TAPCON CONCRETE AHC1iQR 7-1' 11`0:0. 3060 RSI MIN..CONCRETE 1/4 x t IAIN.LIAZED TAYCON CONCRETE ANCHOR Bel 41 1'O.D. r-v O2600 PSI LIN NC 3/S-% T-3 KIN.EY.BED AVEJ-IT ANKR T1TE 5:E ANCHOR 16-1 " IN F Cj T 1- G' :'M• J W ANKR T V` R 4' INCLUDE R FRA11F - t V •T HAA t- ! I - 4- .1 • FIRST(BOTTOM)ANCHOR STAR71NG AT NO MORE THAN LF OF THE MWAUM ON-CENTER DISTANCE. HICEST.WCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLO?AY(IOFB NOT SUPPLY JAIAB ATTACHMENT'FASTENERS. 12 GA. MRI..GALV, STEEL'BDTIOM BRACKET, 141141MUM DISTANCE BEHIVEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK:2-1/2"`.EXCLUDING STUCCO THICKNESS, ATTACHED WITH (2) 14x5/8"SHEET METAL SCREWS, ALUMINUM EXTRUSION &VINYL WEATHERSTRIP. pLLlrt �rJr',, a"1425/8" SHEET METAL SCREWS SECTION R-A SIDE VIEW) Gd G �,•C pO�!��. o" `4. �''�t SA'•.•v b'. 0 0 qANUFACTURING PRODUCT CODE ` MD 6 T SHORT PANEL: PATI-2F153 00 00 4"x3 4'"SELF o• UONG PANEL: PAN-2FI56 t / / �� DESIGN LOADS: +36.0 P,S.F. & -42.0 P.S.F- PAAT NO,: N/A -O Y TAPPING SCREWS, TEST LOADS: +54.0 F.S.F. & -630 P.S.F. 9 STA E OF CEtti c T8 CA: [MlTJ.) INTERFdEOIATc' HIb1G6 owes Sscted otnm"ae _, 6565 Duke Bo-levord T.rTNDl0A0 RATLYG O• t 4 Cn1JD HtNC 7aLER.ANCES o=< �j�Q Nosat OH 45040 USA •.;�� o ,�,, VIS,,, ,. �. P .Y Tel lb-513 776-4E06 W 6 D.P 3 5 T irfi •.,�Oi11 ,G,,� .0 1.031 f6'+TSnT PIa'ads Canxrry Fm FM.51_776-4655 .oao t.t/o DESCP.IPTION: 2"STEEL PAN ODORS 16'2"5V(SEE TABLE FOR UODELS) _ to. 41TL DRAV:N BY: SH DATE: 1 t/T9/t SCALE: NIS DWG. c�oD m.001 DESIGN ENGINEER; Degrees= ±7/7 CHEGI<ED.BY: SH DA7C t 1/20/12 SHEET 3 OF 4 SOE SCOTT HAMILTON. P.L•'. FL:`R1DR IrEsorrsaR< a V1R: t8C LICGtgS : 86 INI.M . , E 2 . .. .. GLA5$1C' RAISED;POEL EAMH S DOORS 'CARRIAGE:HDOSE' RAlSF,D.•PHNEL EM6LISS DOORS SET' REVISIONS T417BEL5'. "84.GA', B5*GA 25'•GA 24-GA � HODELS- 'LS GA 4' :RE%.NO...ZONE:, :DATEL. .ECN NO 't\PP.VPiDESCRip'D4N,,, h OF CLOPAY :84A; 9. 73;75 7f,;,75L :S'E3`_. CLL?PAv'GALlERN' .. 61).. fiR5S' O7 - Sk 59C''REVIS101 HISTORY:Oto'5H£ET:pNE, IDEAL. 4RST: 6RS7- 2RST 44F •HBL.ME'F.%RT.MTRY'; HOLMrS' -413, 4$B,42: 4ZB. -- -- IDEAL ,`.CARRIAGE i:7DUSE' EDSS;. Fy SHORT. LONG 'F'.LIJSH' SHORT PANEL' .� V HORIZONTAL TRACK-SUPPORT DY DOOR RNSIALUOl'(TO SUIT) L4 TL.TRI:OR,GONFI RATION;ADOVE THE DOOR COUNTERBALANCE SYSTEM AM$•CO Fl RA ON 'DOOR OREIJING DOES,Nal'-AFFEG7 THE DDDR DOD.5 UP'7O 80D LBS: VSNCI LOAD RATING OF THIS:DIDOR. I '.. :. :. .. .. ... riElG•iT �t,° 13 GA GALV:'STEEL,FLAG BRACKET ATTACHED.TO 5 5":70" i"DOOR OVERLAP(EACI SIDE) �':STOP 14004:IN.''BY DOOR INSTALLER(TO SUIT). JAMB 11-11-(3)5/•16'X 1 5_/B"U.G.SCREYr'S' 7 - fi C0.CkIN,STEEt ENO STILE. AND TD TRACK WITH(2) 1/4 RIVETS. �2ii6 SVP.WQQQ JAMB::SEE 7- " ." 'IAMD.:PRE0AIR iT10N NOTE'; I B wl 4A'L STEEL DOUBLE END..ST(LE. 1"':T4t0.CK..GgMFIGURATION 418115- 8,_ „. 4_' .20 Ga.MIN.GALV.STEEL.TNTERIN STALE fi00Ra UP TO 800 165. w AS ROD:SPACING PT1E 14"G.C. 9'-D TOO' .. T8 GA.my. STEEL 6'4TFR, z i/2"X 12 GA.GPLV:.STEEL 100" .HINGE FASTENED TO:'(.ENTER 0 10'- "I1 " TRACK BRAC1cQt5 fA57ENE0'Tp 57itE W/(4)f7•CH.'�'1Srs/8' o '63" 2"GAt!N,'STEEL TRACK..- 40•_6• 170OB JANBS.WITH 5/6 K 7'=5/S" I SHEET TA.ETAI.:SCEta'WS. TRACY.THICKNESS:0.083, LM. LAG SCREWS I OT TO EXCEED 1!T' u ` ti -0"l2" c, 9N DENTED.MIN.Of(9)thG PUSH.M1"JT ROUND I - 1 _ SCREWS"REQUIRED.PER JAMS •L" "1FiSTF1+ER, _ 4 2"GAL:•. STEEL TRACK FASTENED TO _ -38 TYP.2-1/2"X 12 GA GAM '13:-0" 4 , 92 LA GJALV STEEL TRACX'BRACKETS 14 GA�GaLV.STEEL ROLLM HNSES FASTENED TO END S71tES V./(4)EACH#.14x5/8' C STEEL TRACK BRACKETS. l'-6 i 4" MTH EITHER:{2} 1/4"Of&RIVETS.OR SHEET METAL SCREWS AND(2) 1/4"SELF TAPPING-%BEVIS PER END HINGE. t� ATIACHED TO JAMB WITH(1) - 1 (1) I/4'X 5/8'BOLT do NUT PER o 24' 5/t6'X 1-5/8"k SCREW PER 7a-6` 7RACit ERACKEi. 2`01A.7-1/2T LANG STEM, EO 84LL STEEL ROLLER iW7H;57EE1 OR t4YlON TIRE- , TRACK BRACKET. 1 " 19'-6' Mg- SECTION- SECTION.G_r,' 3-1/2' LHR BRACKET (2-1/2'x 5.-3/4'x,'I'2GA) arer ' PREPARATION OF JAMIA5_) OTHER.. ATTACHED WITH(2) 1/4'x 3/4`SELF TAPPING SCREWS.NOTE THAT LHR.BRACKE7S:AtY AUSD USED WITH 'DOUBLE ENO STILE"ASSHOWN IN f ;um.Ls"' EET 1, X TRACK CONFIGURATION NOTEr 'RACK CONFIGURATION ABOVE:THEDOOR OPENING DOES NOT AFFECT THE IAMB CANFIl'11RATIM&DORS'800 LBS AND OVERV7A`:D LOAD RATING GF 7FtS ODOR. DOQRS SOD LBS.ANDS lOV!HE4DROGIn OPTION CENTER HANG REOUJIEO FOR (AVAIL FOR BOTH 2"AND 3-TRACK) DOORS OVER 8'HIGH. HORIZONTAL 1"DOOROVE1tLAP(FACIA SSDE) E - STOP MOULDING BY DOOR INSTALLER(TO SUTE). O B "Jt SW:VOD;7 ION18.SEE i8 GA.GAtV.STEEL END STILE. 1.J 3"GAL! TAPERED S7FEL TRACK AND ANGLE TRACK .iB Ck.GALY,STEEL OOUSIE END STB.E. THICKNESS-.0.107.ANGLE THICKNESS: 1030-, HORMITAT.TRACK JAMJ:PREPARATION NOTE'. MNII. NGLE DIMENSIONS 3-1/4'x 2-7/8". SUPPORT BY DOOR 20 GA fAIN.CAU.. STEEL IN7ERM,STPD, YERTICM./HORIZONTI TRACH 1.4'MAXIMUM SPACING INSTALLER CFO SUIT). 78 CA.GALV,S7'cEl INTER. JUN'-ION.TWO 1/4'BOLTS FROM VST MOUNTING 3-1/4-x 2-7/8 MJN.x 0.080`TAPERED H;NvE FASTENED TO CENTER u NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE.BEE LAO SOLT'MOUNTINC BELOW. STILE W/(4)EACH 014x5/8" 7f,15" .0. UND SHEET METAL SCREWS. '-• � PUSH t4Ui ADDITIONAL MOUNTING SLOTS FASTENER o SPACED AT 12"CEIAERS. 14 G:;.QALY STEEL ROLLER HINGES FASTENED TO END TT•• 0.101'THICK 3'GAIN STEEL.TP1,CK FASTENED SitLES WJ(4j ETCH�iE4x5/8'SHEET 6EETAL SCREWS HAM/fJ A SO TAPERED ANGLE,TRACK ATTACHED i0 •� /s 1.2°ON CENTER TAPERED ANGLE 1WTH ONE 1/4"yS 8 DOLT& AND(2) E/a"SELF TAPPING SCREWS PER END HINGE s��l GO GEN"<�O rrrr NUT AT EACH MOUNTING S 0T. y�� 5,.'�,\ � •.,Qi �- }+ 45" 3'D41. 8-7/2"LONG STEM BALL BEAPJNG STEEL P.Ol1£R. AHUFACTURING PRODUCT CODE NO ' r .moi C"G SHORT PANEL: PAN-2r'1S3 *'• *' z 34" NE.Y."TRACK BOLT A14D NUT AT EACH PRFPARAT40M OF ,IAMBS BY OTHERS. LCI PAN L: PAN-2F756 MOUNTING SLOT LOCATION. is' _ DESIGN LOADS: +35.0 P.S.F. Fc -42.0 P.S.F. -O ^v L3 S a PART NO.: N/A ^ A 9 STATE E.OF TG" MDR VERTICAL €EST LOAD : t 59.0 PST' & 3.0 P v.F. 11 ~ 22" HEIGHT TIu1,CK.LENGTH r lrIC49 5101[61X1MIwiSP 8565 Oke 8aulerosd VFF+DI.OADRAT'i 7z �t TOLERA14CES P+a �.� op'ax �"r OR-770 USA � j 6 D F-)3 r Te!1.w.513-770-5800 IN 1J I- I �r?�S O R 10. \`tea _ • )4' 0 = E.031 6u7dsq PaArcti Cam a g Far R..513-770-4853 rrN S/fl11111LEC1�`� 1C' 9'-0' 90 ONE 5/16'x 1-5/$'LIG SCREW SPACED AT THE SAME .600 CO> t.0'iS DESCRIPTION: 2"ST EEL L PAN DOORS 16.21.7 (SEE TABLE FOR MODELS) Er41Ey stEt\ -O 131 DISTANCES TC.). ADDITIONAL LAD SCREWS LOCATED AS"lfi?28-, ,GOOD 1.,001 {DRAWN BY: SH DATE: 11/19/1'4 SCALE: BITS DWG.R s-r/2' a-o tsh' 9 CHECKED BY: SH DATE: 1.t 2Q 1�SHEET a OF 4 SIZE .0 DESIGN ENGINEER, 40'•FROM 90710 L TWO LAC SCREWS ALSO LOfATED A00`AE Degrees= 1.!z SCOTT HAIAL'TON, P.E. 16-O 180 VERTICAL/HORIZONTAL TRACK JUNCTION. iJNcn SfPin+Ot>,einta__ / / ^ FL'O OA LICENSE-t�o_ 2i§ w+Ell'oWN>At+£'N NCHrs.QWG..NO.: 105716-A/B VER:IBC 4 3 2 FLOOR A p ODUCCT APPROVAL 110,1107 a . I Ike 0" r.12,' 412 (revised 8128/ B). amaIuatlOn Report For Clopay.Bullding Pr�iduc>s Company G� :y Sedtionaara.ge: doors. v1IG 11009h'W8 haveitec °the .vuitd'Iv door designs as shown on xh dra..w(ngs ild below; h:awe revowed the est rep6rf s, which V+were:generate.d' by accredlt,6d Independent iabdrat&' as requl'-dd by he relevant Fiorrda Admrnistrative f Rolle,:th:c eng'rnee6mg'ratlo*nal:analysls, apdt the prr�d.uct drawln:gs, The-test repor=ts are listed below. Assert bly'�eatIng Was cori.d.UCted y American Test Utb North Cardl'ina. Component testing was -on by H and FTC. For h:e den s.Il ed In 'I al l:e, 1 thr6 , 5, t ti' Pressure Tests were n� Oed In accordance with TA; 202-1994,,ASTWE-830-2002. site -AN` VDASl A 1,08 0 5. Wsslld Impa# andCyclic Pressure Tests were caa ij- ted In aceordance with T- As.2"{}j-- 9'4.and.TAS 203-1994 -and A51`M ...�.'88I E-201 5 and ASTM 8199e--2009 and ANSI/DASMA 115-2005. The pressures Iste ::pn 'the d�- viiin.gs are eiirher direct results of these tests or results optained :thtO;U9h:ehgineer ong mtlonal analysis baser on actual tests, z have-concluded That the daa�r de 8,1-1.1't d'below in Tables 1. through 5 are in compliande.with thesd:hllgh.V-616city-Hurricane Zone test req.ulrementS of the Florida Bullding od and therefore are qualified as.irnpact-resistant assemblies (large missile ,i a,dt_, Rew9 s Inax_. door size I6 2 x ]6'0"F A:6/-42 PSF '( 6sign lose!) C} 76 . A�teiz02, it�ax. door size 18'z" x 16'0", +86/-4Z FSF . design load. � lr * b rl - P. duct.Cade ,MPGA PA �. 04 '53�,A Rev02, max. Boar size 160V x ].6'0", +3.8 2 psi~ (design o d) Ir 4 42-Re�02 max door s7 ze 18'2" x 16't�"; +411-46 RSF elesi gn 1 oaei� *0414ev0-I magi Moor size. 16'�r� x �6'Opt� +4Gi/�. f1 PSF design 1 aad). Ti�lBI.E • brawl Pa d'o r is a C a .: :(14�2�F A�ltevC33, ttia�c, door size H6 T x 1.6 0 .► X38/-4Z RAF (design lea 1C 4.75 �A 1ReyC}2: lax. dgo*0 M-Ze 18'.2�� x «..y 8 J-42 PSF (desi Yn Load) 0478 ttev03: Illy. doa1� s ze 16 2i�. il x 6'0" +46�� 52 l�sP desigr1 load). 1G47S2 FteuQB. �I! door s7ze �8.',2�. }C 16'()"; «�46/-5o PSF de5,igh load) 81wE:4' bra 1 s:fior dnors li ain[��uf ctur r -STU- F171s 777-A Rev02, max. door size 18.1 , x —1-6-To-��r 48 .. .42 rssr (cies�gn lead) 4�x8�RevG 3, magic:. door size 1611 x 16'0" +4,0j-.52 PSF (design load 1)4 79-Rev03 q max. door size x.8'.2'' x 16'6"! +46/-.50 P-SF (dosi gn load) w :p rl product Cade M t dnot 448Jri: ev02; maK. oar S7`ze 0'0'" sc 2°'0«i w4 s g /--.S.S Ps1= ( lesra oad PAOje.i or•4 PILE: CM_1212-12-A.3 XlQ uATFt2{V.i�EP$f2 E,C I -c4br?1tY i3lfil; tiN PrE£(7U 7 S G MQANY SVC TIt1NAl GARAGE E)OOO,WG—W8. W.4 98-:t max;.. door s4Z;e 61:.2" x 1 � }�,:� +41/-47 RSF (:design- lo:4d) b the.doors:in Tabled'6 through 9,r Static:P.r6s§Ur-e `Tests wero-conducted in Pcccrdanpe with ASTM-15330-2002.and R NSI/DASMA 10$-2,00 . The pressures Iisted on the drawl;ngs:are either d(rdbt results oe these tests or results obtained trough en' ',1"' t6tio:nal analysis based .on actual tests. I have concluded that the.d or designs. listed below In Tables 6 through 9 are in compliance with h . test 1!sst rqulreMr.ens of the >�le�rida:ltiifdir�g. :Code. i' ::..:ode:..: jtV kk rON Pt00Pt'r t:OR'GLQPAV Bun.wgNG:PPODU.M COMPANY SKq!ONAL OAAAGE DOORS,W6—WS egclr�ralerrt t'# the tesCed door: 84 k, 94, 98; 4RST,AF 48., 408• Not all rrradgIs n ay be 00-Wil on a g1verb dr whu'4 r a :�fa o i bTE-: .P1 7 :: These dva�`s of r. r t-b1Q111 _"IJ- -skin insuiatedd sections with an PS Gams 114MIM6ed to b0h skims.. Bath inner and outer skins arae rein. 27 ga: (C ,0161 r C44 fDS per ASTM A3..The.rrraxirnrarnsection height is.2. ". These doors may have o Hanel Impact Resistant Glazing (IM). Optional Impact»Resistant t31a Igg (T.Ml it.a;oneiOipce InJOCtion.-molded front frame and glazing:. The ft llo ntirtg m- els are at:least stru tvrally equivalent--to, the tested door: 43000 HL, C .=5 - 4310e767G, $, 6200. 1 6-.2011 62€3, SR20% SF2001, X 200. N•ot all rn:odels may be shown on a given drawing-. Pro uc Desai,ton.f-orAloors.with MP—C-..DSIU4EI.71: These doors consist of'2" doable-skin Insulated sections with :polyurethane rnsuiatran,friahied rn place bet- een .born skin'p.. Both inner and :outer skInw.are mim 2 .ger (0016") 4.0 (AD'S per AS' A653, The M- ax.1murh sectltn herht rs _ .". These doors rimy have optfionafi Trnpet-12e5istant Glazing. t ptroriai rr+ ct-1 exist r t Glazing is:a one plece injection-molded front.fram� e :and glazrng,:'The following models are at*least structurally equivalent to the i»'st+ad door: H 120, N.Df F2C1.;: HDPL20.1 720th, 7201., 7243; 82 0, 82011 '82`i�3r 3247 : 0 :, 92{3 :.. Not. (i t -..dols ma:y be hover on a given drawing. .kr uc't Ctescrl:tionford C.1N�1$9gt These doom tcanslst of 2 .3/16".custor n.wood door sections with h'ec o k rail; and tries end decorative.cladding end overlays. The maximum rection height is 2:8". These;doors may.have optional Impadt-Resista:Cit Glazing. Qptlonl Irripact Resistant Glazing is certified laminated glass as-deta`filed on the it'rdra�riaal d:raVci:ing 'file following:rnod�:is are:fit least structurally eq:uivalent to the tested door; CR8i70:; MR-800.j..CFl:OOO,, RD.nnr . Not all.models.may be h`p 0 pn a given.drawing. ac ;Resisijantfiazin The c ptronal rrr�p ct resistant glazing is an injection-molded pplyoar6onak front frame and glazing (G�- t:EXANSLXX2432T) that is an `1q��"gved C1.plastic in accordohde with testing required by FDC-1326 .2. Approval based on review of the foiloWn.g tests; N:3wT -4 A{i02 A7'M C HT �t7GwT566-ASTM 0638.(faefore)i kl1=7I-06-T634 A aTM�i Sa3$.:.(s er � TC�08. 1624-4749.ra.0 ASTM p2843�, ASTM D6.3°5, A TM � lrr�� tinn�� The drawing-a) cited above are an explicit part of this evaluation r#eport; The to of this report does nab attempt to address all design details and relies -qtrtire,illustratrons:_end text gf these tlrawlrags a: well. PA€eA.3 oro FILE: CBPC_�21'21.2�A.3 EVALLIAT .N. R, tti 41 'GtQPAY BUILDING' GQMPkNY SSG I IpNAi.Gi4RA6E t 40RS,._VVb `W8 Ja ribs, IttNil+els. sills Or:other stru t ral elements required to,plh re oper .n. s are tort covered.7rre deignof the sut orting struetiura! elements bal 1 e ti.b responsibility�f.thy rofessianai of record far the buil r~g;c r stWdur d grid rte.accbir anee.-:with! current b.ull'dlrrg code's for the loads listed.on tie dr{a�vin�(s) referer�:ced �b�ove. I t llatlen requirements per the relevant Florida Administrative Rude, iricludIn.0. attachments, are detailed -on the drawing(s.) listed above. Installation must'lZe:'Incrlange v�rith martuacturer`s Installation instructions and-rrtust~ be-as j*,n on the oravti+ing(s) lister! above. The manufacturer's licensed deslgi prdf ssiarial List d on-the dravliliag�(s.)'has roviewed:the attachment c to.l �ndx -s 10a requ.i.rements. .• .,,.. �o �1 20 :. : sk(ceyLt{t71. nr �WaIto�[r�}x Pj�, at !�{'I%t • ,i rSf, 1 YVi. 11��47.�- .M�� +ML. 4 -r e oO it +; ONA � Vl� `004 FILO;68P(_121.212-A.3