Loading...
HomeMy WebLinkAboutProduct Approval, doors 8/30/2019 Florida Building Code Online 5 BCIS Home Log In User Registration Hot Topics ; Submit Surcharge i Stats ,,:Facts Publications Contact Us BCIS Site Map ? Links I Search i ¢ � €P4j Product Approval ti USER:Public User {8Ni" Product Approval Menu>Product or Application Search>Application List>Application Detail rfi t _ 2 FL# FL24523-R1 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer DAYBAR INDUSTRIES LIMITED Address/Phone/Email 50 West Drive rr Brampton, NON-US 32817 (905) 625-8000 dodson@daybar.com j Authorized Signature (� 0 9 e John Knezevich � � � I jwk@knezevich.com REVIEWED FOR Technical Representative CODE COMPLIANCE -.� Address/Phone/Email r Quality Assurance Representative ST. LUCIE COUNTY �®CCAddress/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies i 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 Walter A.Tillit,Jr., PE Evaluation Report Florida License PE-44167 Quality Assurance Entity Intertek Testing Services NA,Inc. -QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John W. Knezevich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL24523 RI COI DAYBAR IND LTD OUTSWING S LS18 GA SKIN FLUSH COMM D AND S STEEL DOOR 16 GA DRWG 17-290 COI PDF Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 i TAS 203 1994 Equivalence of Product Standards Certified By -W"1le C0PV Sections from the Code i &F as https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsT04p5WuWRURczYXzVmuKPmFXtyg9nJgFP5Tz%2bOL322Q%3d%3d 1/2 I 8/30/2019 Florida Building Code Online Product Approval MethodMethod 1 Option D Date Submitted 04/09/2018 Date Validated 04/09/2018 � Date Pending FBC Approval 04/13/2018 Date Approved 06/12/2018 - $ummary,of Products- __ i r. R. FL# Model,Number or Name Description r 24523.1 OUTSWING SERIES LS 18 GA SKIN 3670/7070 OUTSWING SERIES LS 18 GA SKIN FLUSH FLUSH COMMERCIAL DOUBLE& COMMERCIAL DOUBLE&SINGLE STEEL DOOR WITH SERIES SINGLE STEEL DOOR WITH SERIES "AS" 18 GA FRAME "AS"18 GA FRAME Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL24523 RI II DAYBAR IND LTD OUTSWING S LS18 GA SKIN Approved for use outside HVHZ: Yes FLUSH COMM D AND S STEEL DOOR 16 GA DRWG 17- Impact Resistant:Yes 290 PED,PDF Design Pressure: +70/-70 Verified By: Walter A.Tillit,Jr., PE PE 44167 Other: Large Missile. Max door dimension is 42"x 84"(Single) Created by Independent Third Party:Yes ={ and 84"x 84"(Double)for+/-70 psf ASD Design Load. Evaluation Reports FL24523 R1 AE DAYBAR IND LTD OUTSWING S LS18 GA SKIN FLUSH COMM D AND S STEEL DOOR 16 GA DRWG 17- _ 290 PRODUCT EVALUATION REPORT.PDF t[ • .. Created by Independent Third Party: Yes E, M'�Y Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CopLright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement - -•_ 9 Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a you have an public-records request,do not send electronic office mail to this entity.Instead,contact the by phone or by traditional mail.If y y questions,please contact 850.487.1395. Pursuant to Section 45'5.275(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.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts (.' x"g f Shi'„ CTs 1 M El k 'redit Card >� Safe own �zk 101 i I i https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsT04p5WuWRURczYXzVmuKPmFXtyg9nJgFP5Tz°/"2bOL322Q°/"3d%3d 2/2 I - � _ COMPARE THESE W/ MAX. (A.S.D.) DESIGN' PRESSURE RATINGS INDICATED ON SHEET 2. 14PRODUCT MANUFACTURER'S LABEL SHALL BE LOCAIED 014 A READILY VISIBLE - DETAIL Y/1 DETAIL OF_7 AD., A1/7<1 A2/1041 Y/114 A1/7-11 Y/" A- ---- EA SIDE-_•_,.------------------"a, MAX.FRAME WIDTH.......... FRAME Wtl)TH-t-- EA MIAX. FRAME WIDTH- 4 MAX.DOOR WIDTH MAX. DOOR WIDIVr—. Z5 —42' MAX.DOOR -42"HAX. DOOR WIDTH- DETAIL q "o MIAX,DOOR WEDTM-�2' MAX�DOOR WIDTH DETAIL tt I y ------ ------- ----------- 7 -r9 09 -0, �--i SEE DETAIL Z/11 SEE DE I I ! ;AIL SEE DETAIL Z/14 r- i SEE DETAIL 7/11, 1."REIAIL sEC I WK) Z/14 Z/14(SIN) Z/14 (SIM.) -02 -02 0 L =B3A9 C 9)TF—v ; i� X @, �F 'zs 2 < 0'I-" iv L DOOR SECTION, ETOR SECTION; DOOR SECTICIN, DOOR z 4 THROUGH THROUGH THROUGH THROUGH I ti SEE DETAIL SEE DETAIL SCC DETAIL "SEE DETAIL W7 x'/7 j u. X1/7 q DOOR SECTION THROUGH,' 11 1 11 THRqUGH/ SEE DETAIL z" DOOR SECTION SEE DETAIL X/1 I IDE DE:TAII :4112 W i OF s-4112 1k 06 kR) 0 W" P'.7 100 w/03 '10 W/o OLO woll 2.750' @V/04 E-750 100 w/40" @ �2,75U' to, 10, 10'-L- • 10' P.? -Me X --MAX.---MAX. -MAX, MAX MAX —MAX�­M4X.- MAX� MAX.__j-_ '' MAX. AX, MAX. 2.750— MAX. MAX MAX. HAX. -Al/"' A2/104 - A1/74IA1/741 FXTFRTQR ELEVATTnN (njiTswiNG) DaLiBLF DQnR 42847F CONCEALED YERLML. 8(ID EXIT DEVICE EXTEFUEIR ELEYAT113N (OUTSVING) DOUBLE EXTERIOR FLEVATI 4G) nptjRLF: pnj3R HONEYCOMB DEVICE V/0 DEAD BOLT @ ACTIVE & FLUSH ULT P INACTIVE CYLINDRICAL LOCK e CTIVE & FLUSHBOLT @ INACTIVE HOLLOW CONCRETE BLOCK LEI GROUT CONCRE 8.±-.@-AI-JA=' HOLLOW CONCRETE BL13CK fflo!Ut RIGHT W A,S,D, DESIGN LOAD Q�QQpsf, -70.0 psf FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) Ka.44187 OUT`WING SERIES Ls TOGA WK FLUSH T20",TILTECO.INC. COMMERCIAL DGUSIX&SINGLE STEEL DOOR W/ OR�1,71 By' Z SERIES"AS'16GA FROE DAYBAR INDUSTRIES LTD. TR MEC-0, 50 WEST Wrz SAWA-TO., TILLIT TESTING 4 ENGINEERING COMPANY ON WPak LOT V4 17-290 TE;--905 625-6OrD SHEET 2 OF-4 PE. SEAU/SIGNATURF/DATE mum A.vuq it P.E. FUOPIIX C- 1 i DETAIL A2/1O DETAIL DETAIL Y/14 A1l7dI Y/I4 Al/7.0 YJt� Al/7d) ;EA.SIA'_ Et,.SIDE, r r EA.S'I`LK__..._-46' MAX.FRAME WIDTH•- -, -^-46" MAX. FRATIE WIDTH- ----56' MAY FRpl4_ SIAL. MAX.F]riQR'diD7>J--Z Y,AX. DOOR VIDT`• a t 42' MAX.DOOR VII1TH�-----^i SEE DETAIL 2/14 j ; (^ SZE DETAIL Z/214E"" S££DETAIL Z/14 i B2/8A ? B2/BA v Bl/8A' ii ` z Bl/8A B3/9A j B3/9A j III w=on L�•r � a s i_... a.: z DOCLR SECTION/ = DOOR.SECTiOrJ' a 'Eo In I o`r m THROUGHm 'e THROUGH ¢ m �.S£E D£ /7 'ipiC ",`-D, I IS n .EE X DETAIL DOOR SECTION THROUGN/m i m X/7 I SFE DETAIL X/7 r!ii i c4 b cT I I c W i, �4B iii I �v t nN ® 1 u, Its) ft I i%010 w/.03 I: n10 t I 1 I vO � 7so•:-J. 1 -'�., �"16 2.750•' 100 ,.:-' UO w/O QW/�+ i 00 w 4 2.7tiG•----10"_ -10'-.i...._10`_ 2.730'I l0' ' 70`_ 10' 2.750''-_'-MAa. I10, 1AX."— MAX'MAY MAX. MAX. MAX. MAX # MAX. E Al/74� Ai/7©I - A2/10 EXTE@IDR ELEVATION MUTSWING) SINGLEDU_DR FXTERIDR FL EVATIONCDUTSWING) SING E DOUR FXT RIOR EL VATIIIN <oUTSwING) SINGLE DDDR V�jN bl,�pRIN #4$47F C[7 CEALED --------- ROD EXIT DEVTCF �,//0CYLINDRICAL,DEAD BOLT � ORE , O K HONEYCOMB C (jf1NEYC0MB CURE• HONEYCDMB CORE HOLLOW CONCRETE BLACK 2 LEFT R RIGHT W/0 AT JAMBS GROUT CONCRETEDCK Q_J_EF_ T L RICE W/CBS+ AT IAMDfi + RIGHT V/ $ + A.S,D, DESIGN LIIAD +70.0 psf, 70,0 psf RFLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE 7.0[4E) 2 No.44167 w 0UTSYIH0 SERIESLS ISGA SKI{FLUSH a. > 0207msECa(NC. DOUBLE 4"SINGLE STEEL UC1oR V!/ SSAlO fiP ;° P ,gyp IA1 C. SERIES W 190A FRAME R p c DAYBAR INDUSTRIES LTD. cuE: o� �'' 4U�� ;.•p, ;I Yf � @{{e EA�,.J `O h'ESi ORNE.BP•AApm, " . e ky�1p" ' `3 /// TILLIT TESTING&ENGINEERING COMPWJY ON WIAD.k L01 W. N. T7-ZoG t7/nnIn}''pp1 H]9! ]6 .Sle JCS:LS:T^..:4 rrFC�:5,n.1sieS TEL 905 625-OOOD F:.%:SOS 523-1291 EA wc :Get=JAsyq. li(:}SySit-15` O ING Na. ">iO01l�lIF RwOOG7i0 DIFc.:Tivl w1C fav,by - Wl.!TCR ACFTIi}',/S cNEET 2A OT 4; F.E. S£P.L/SIGiVATtIP.f_/DATE.. Tt0R104 u..E Ca,87 _ 1--MAX. DDDR WIDTH— 1--NAX. DDDR VIIDTH --MAX. DDDR VIIDTH—! I--V-2.876_ L.1-2.876'^-I La LI cv t r -r 4.115. -MAX. DDDR WIBTH- --MAX. DDDR WIDTH-- '--MAX. DDDR WIDTH— o : ; '''' ff''�sLonowmA -"i- n ; ! i CJ __ ...— ..._.. ..i._ w vi ZD a: t is ¢ui v u ? 9.0._._ _- 9.0 ._......__.._..._ i i t 5.821` I VARIES --3.23A" 5- —2.937'I•tliJ. — x .. + 9..yd...... .' 2 �Cr S a FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) ❑PTI❑NAL EMBOSSED DOOR ELEVATI❑I p� a tS{S'ISiYt}iG SERIES k5 IBCA SKRi FLUSH 6tl�. I c'20IT^Lt'ECO,MMC. COMMERCIAL GOUS E&SINGLE STEEL DOOR z ___� SERIES'AS' 16"FRAME TAR:0 _ I� E C 0 Fm� DAYBAR INDUSTRIES LTD. �AIZr ! A.AT .r j- ,,,�_.._.__._.__—_.......__ , 5G WEST ORCtz.AP,:StPT4N. TILLIT TESTING&ENGINEERING COMPANY ON rr-IADP,LET 2l< e V�1i}'l��1�14+ t' ' • Fnxs:j.�3}ati-t 'l..Fa:{:J57"�'It-Ii}5 � 5-aZGe 17-290 }35 ',El,905 625-9G00 FAX 905 6? FFi-ACA67t9 c:_c sn>x o4c,P,a, c.rt AR;:nSRG t,c. 67 '':ALTER A.TILL?Jr.P.E. .Y SHEET 7.9 Gf i+: ��••+F•�^F Fr, �'£.SEAL/SSGMATUP.ElDATE FLGROa U.c..I x41 _ II S PLAN WIT.POOR SIZE 41,O/A ,o.-J75. 'Ara",F R -Z.0 0, 0.750, <7 Y�rl�) TY?, f SPOT MELDS<TYF,) I 3D VIEW %0.3125 x 047*0 GBROUND ike?s Fl FVAIVIM TYP. dam- Typ. SECTION jL.75' Q9 DOOR SURFACE CLOSER REINFORCING SUR,-ACP CLOSER- ELA!i 1.875- DIA. I-Asimwk SLUTS �, R A", 14 GAUGE 10.072') PlIP411,IUM GALVANNEAL (18' DOOR END CHANNEL REINFORCEMENT —2 MATERIA vs--v!. 1 1/4 16 GAUGE(0,051)0NMAJIM it GAL VANNUAL 21 �01 Lj 218 I-j i �R l< 12)H.. 3 Sao, -r-r I T— ia'sIn 3 ji, -3/4� :L-.2 9/16 q ".I/"ll�d.7yp -41 9/3eL 3400, EV-N 3/is Dt2 Vetd 3 318-' -.2>E—�d MI. RP REINFORCING *-72 T�p WE 14 (0.072-)MINIMUM @�)-��F N�EQIN�G p R RFJNFORCfN-G GALVANNEAl. .............. N • FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) OvmlmNG SERIES US isOA SKIN FWSN M.L. f 4416 -lzoi7 TILISCO.19C. COMMERCIAL DOUBLE k SINGLE STEEL DOOR W1 CPA=3(� SERIES"w I&GA FFAVE DAlr- COMPONENTS (Q11NTINUEDl- -.*. mri: 40– z�i L E�co DAYBAR INDUSTRIES LTD. TILUY TESTING lG ENGINEERING COMPANY 0.1 C� 7J=ADAI L61 1� –290 -. " -,0.-, _,..So,5 25-c000 VAX,905 17 ........... F.:'M 2171-In, IIRAVAfiv Nu. WALTER A.TIUJT Jr.P.E. FIE SEAL/S!GI4ATURE/BAiE SHEET 4 Of'I Nr 4cs N 7A6 urlsv--{ RAX MCI, EEL 31 rRilm EAG){END p I &STICK FNEOPRENE L281-L- �9 6ASKET 1375' 0, o % �rzl, T I I SIDE ZI, L, -W VIE I L PLAN L56 I. -6� SPLIT ASTRAGAL 02Q Z ASTRAGAL UNTIN5 TAB 2 PCs. L.1_711 W/ NEOPRENE BULB is "I GALVANNEAL .......... T'TSEE SHEET 13 lair 3'v-,, .1 0,23d0,23d Mae& Olo, 26 ANSI #A115.1 #86 MORTISE LOCK REINFEIRCEMENT 7- 7-1 w 0,75o, MATERIAL-14GA.1,0727 ELECFRU ZING COATED STEEL o 9 io6a,PLAN Wz� -.4 ,."4- -- DDDRSIDE VIEW SIDE VIEW 5I� :u . --fro 62-51, 6 PLAN SIDE VIEW EDGE HBQLT TAB REINFORCEMENT @-gUME IF 33 X33LR EV ERS LaE FLUSH BOLT (�4�), U B I STRIKE PLATE - --- - Iz GAGE REINFORCING GUIDE PLATE TOP a B U I"I'D M TOP & BOTTOM 46-32 M.S. TYP.) VAIf` VIA -LZ'US STEEL— (,750, 12GA --L 1170 PLAN SIDE VIEW �L ��E �T34 Sk, ZEM" % FLORIDA BUILDING CODE (HIGH NON HIGH VELOCITY HURRICANE ZONE) C 11 M P 11 N EN 1`1*416 0utSWING SERIES IS ISO WDI FLUSH N - — COMMERCIAL DOUBLE&SINGLE STEEL DOOR W/ or='N 'rLicco.INQI 4-mlas- SERIES"AS' 160A FR"F (CONTINIA, DAYBAR INDUSTRIES LTD. II/Il/7 c o .... 5o vjzsr vomE,awar,roN, . ...... . TICCIT TESTING A:ENGINEERING COMPANY *A,LS,2,14 @30LEWSHRULT ROCKWOOD 556 WS a T,V.,Z". m.=r4 TEL:905 0 MY,90$625-201 17-290 N Al- .......... EB-couvils a. j 0. P.E. SEAL/SIGNATURE/DFiF FLORIDA JoLLIT jr.,P.F SHEET 5 Of 11 BILL OF MATERIALS ❑UTSWING DOOR; ITEM DESCRIPTION BASIC DIMENSIONS, MATERIAL OR ADDITIONAL DETAILS 1 16 GAUGE WELDED FRAME. -_ - AS 5 3/4' JAMB DEPTH X 2' FACE X .051' MIN. GALVANNEAL (F'U=531051, Fy=42KsD 2 18 GAUGE FLUSH DOOR COMMERCIAL STEEL_ 1 3/4' THICK Y. (.041 MIN) GALVANNEAL <Fu=52Ksi, Fy=42KsD; C/4/ PAPER HONEY COMB 3 HINGE REINFORCINGS (DOOR) 1 1/2' X 10' X 10 GAUGE GALVANNF..AL (.134 MIN) 4 HINGE REINFORCINGS (FRAME) 1 1/2' X 8 3/4' X 10 GAUGE GALVANNEAL (.134 MIN) 6 b.IIRE MASONRY FRAME ANCHOR 9 1/2' LONG X 10 GAUGE (134 MIN) Fu=95.9 Ksi Fy=40.2 Ksi 8 ENA ANCHOR BOLTS 3/8' X 5' STEEL UNICAN-SLEEVE ANCHOR, 2 1/4' EMBEDMENT & 3' MIM. E.D. �- 8A EFTA BUTTERFLY ANCHOR (PART RPTi-008) 18 GAUGE (0,042') STEEL SATIN COAT 10 HINGES-HA.GER ED1191 4.5' X 4' STANDARD WEIGHT (,134 THICK) 11 VON DUPRIM 0,9847E CVR EXIT DEVICE FASTENED W/ (4) 10-24 x V PH FIS W/ SEX BOLT & (2) 10-•24x3/4' PH FIS W/ SEX BOLT 12 MORTISE DEVICE: SCHLAGE L9000 SERIES W/0 DEADBDLT FASTENED W/ (2) 8-32 x 1 1/4' FH MS, FLUSH MOUNT METALLIC STRIKE PLATE FASTENED W/ (2) 12 x 3/4' F'H SMS 13 CYLINDRICAL LOCK: SCHI_AGE D SERIES FASTENED W/ (2) 10-32 x 2 3/8' PH MS, FLUSH DIOUNT METALLIC STRIKE PLATE FASTENED W/ (2) 12 x 3/4' FH SMS 15 WEATHER STRIP: NATIONAL GUARD PRODUCTS #120NA SECURED WITH DOUBLE ROW OF 46 X 1/2' SITS SCREWS Q- 1, FROM EA. END & BALANCE -2 It' U.C. 16 THRESHOLD: NATIONAL GUARD PRODUCTS 4950NA EXTRUDEDALUMINUM 6063-T6, 0.076' THK, W/ NEOPRENE BULB 17 CAULKING- GE SILIC014E II N/A — ---'--...... �_.-' 18 DOOR END CHANNEL REINFORCEMENT 16 GAGE GALVANNEAL STEEL 19 DOOR SURFACE CLOSER. REINFORCEMENT 14 GAGE (0.072' MIN.) x 3 1/2' x 1.6875 x 16.250' LONG. GALVANNEAL, --- 20 RP REINFORCING 14 GAGE (0.072' MIN.) GALVAiINEAL __.............. P2 `:i61 LOCK EDGE REINFORCING 16 GAGE (0.051' MIN.) 25 THRESHOLD ANCHOR 1/4'0 ULTRACONS BY ELCO CONSTRUCTION PRODUCTS 1 3/4' idlN. EMBEDIMENT & 3' Mild. E.D L3 f'c=3ksi CONCRETE SII-t- 26 MORTISE LOCK REINFORCEMENT COATED STEEL ANSI IA115,1 #86, 0.0'72'MIN. _ - 2-7 SPLIT ASTRAGAL W/ NEOPRENE BULB ZERO •#328 28 7 ASTRAGAL t•// MGP NEOPRENE GASKET 12 GAGE (0.094' MIN.), 2 PCS. 29 CVP, MOUNTING TAB i4 GAGE (0,072' MIDI.), GALVANNEAL -� 30 FLUSHBOLT ROCKWDOD 556 WS - 31 FLUSHBOLT TAB REII4FORCEMENT 12 GAGE (0,094141N.), GALVANNEAL !� _ 32 GUIDE FOR 1 GALVANNEAL 33 REVERSIBLE FLUSHBOLT REINFORCING GUIDE PLATE 16 GAGE (0.051' MIN.) — 34 FLUSHBOLT STRIKE PLATE 12 GAGE (0.094' MIN.) 35 FLAT FLUSHBOLT REINFORCING FOR STRIKE Qj3 12 GAGE (0.094' iilld.). e`� �•qq'�' ��q�qg5� a^"?. FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) A 53Q. W 1�• ` GUISWING SERIES LS 1813A SKIN FLUSH T� n 02057 T,LTECO,INC. COMMER=DOUBLE&SINGLE STEEL DOOR W/ u.L SER IFS'AS' 16GA FRAME E (ul�i(�r�7EOF al I I� DAYBAR INDUSTRIES LTD.{s @i 50 Y/EST DRIVE BPJ,dFrO`L TICCIT TESTING&ENGINEERING COMPANY Ql G:::AD0.L6T IJ< 30'i S:..q 51e Y3.N;G,A GVH J1s.P!Vll TEL.905 625-2000 FAX:905 625-4204 17-290 ., -9-0006719 _ x.� D:.R1rNc No. E WALTER A 0.0 Jr,6 E. DLII'Jl113/-27/la P.E. SEAL/S1GhATURE/DAT_ FLOR;DA I.ic.ry 54167 - - - SHEEi 0 01 14 LJ X U 1^T LOCKSEAM FILLED WITH ~`-0 3N 540 OR LORD 7610DTM mg DOOR, BACK OR NARF•O, SIDE 1177 CONTINUOUS L.. CAULK. BOTH N _ SIDES (TYP.) — A 3/4' CEL.L. PAPER HONEYCOMB BONDED TO -ACE LOOP. FRONT BOTH DOOR EnGES SHEET i )WITH CONTACT OR WIDESIDE 1!8` IN c' BEVEL _ ADHESIVE HELMIBOND 4 8320-1, ALTERNATE.. (1) VERT STIFFENER WELDED TO DOOR -=- ADHESIVES JOWATHERM —SKIN AT TOP W BOTTOM AT 6' "ROM LOCK 609.30 & DURAL UH-1077 STILE.., FORMED USING (2) GALV STEEL. ! _ _ CHANNEI_S� -- - OUTER! 1.687' X 1.00" X 14ga (0.078') -- MAX, 114' —PB.00' MAX, FRAME WIDTk,----- -------------I.. MAX, 1/4' SHIM SPACE lir-SHIM SPACE (9)W PER JAMB e----, HOLLOW CONCRETE BLOCK HOLLOW. CONCRETE PLoCK --�§)(4) PER JAI-113 P MORTAR JOINT k WALL REWD (SEE NOTE 11/1) WALL REWD (SEENOTE 11/1) MORTAR JOINT 01i cl -� J,r INACTIVEACTIVV 3=Z= 103jum I I S, rr C2)-' 05- EXTERIORI ONTINUOUS t%rrlNuous MORTAR JOINT JOINT Q-0LK BOTH '0 h4ORT,4R JOINT 961L. 9 SIDES (TYP.) SIDES ....... .......... SECTION Bl-Bl MAX. 1/4' ............ M4W FRAME - --—------—------------ MAX, SHT SPACE 1 SHIM SPACE POURED CONCRETE OR I ol -, POURED CONCRETE OR GROUTFO f'C=2KSi ......--GROUTFD Vcm2Ksi FILLED C014CRETE FILLED CONCRETE BLOCK WALL R REO'D. BLOCK WALL RWO'D. (39- 11 N + (SE-E- NOTE 11/1) 'su- GTE 11/1) o" 0-- !f ACTIVEM INACTIVE 0 w V .-q @oil I- �111 0 j.- M 02 1EXTERIORf 1/4' MIN MIN CONTINUOUS 'ONTINOCUS 8)2 (4) PER irlMl RILK 801-H ' ---SFCTI0N B2-132 (RI BOTH 0�11 el (4) PER -fAI.Ip SIDES (TYP.) SIDES (Typ.) FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) OLI SERIES LS 180A SKIM FLUSH U. N 4-4167 % COMMERCIAL DOUBLE&SINGLE STEEL WOR W/ DRQiN Ely. SERIES*W 16GA FRAME SATE}F DAYBAR INDUSTRIES LTD. CITE, so Vm Z 12LIECOINC. op. 04 C4 ive'BRAMPTO' 1�111 T TESTING& ENGINEERING COMPANY IW.LST 1,14 _4104 17-290 .1� -.IAO:N� �-'s TEL:DOS 625-KnO F�.t 905 625 "zN I= Na-Couvill ppwmmo N.. kTra VER A.711LT Jr.P.r P.E. SrAL/SIGNATUR-r/04Tr SHEET 8 OF 1. MAX, 1/4' MAX, FRAME WIDTH...._............_......_.._...._.-7S MAX, 1/4' SHIM SPACE'!;--"- HIM SPACE (4) PER JAMB 2-nHOLLOW CONCRETE BLOCK HOLLOW CONCRETE BLOCK '4,' PER JAMB 2 MORTAR JOR41' WALL REQ'D (SEE NOTE 11/1) WALL REQ'D (SEE NOTE II/i)— MORTAR JOINT 1 It EXTERIOR'; 017 CONTINUOUS @/ CawriNuous MORTAR JOINT PluLK BOTH MULK BOTH 1,40R-AR JOINT YP.) TY ', 8.5G' SIDES (I SECTION a!-Bl SIDES ( P� MAY. FRAME WIDTH—_.____._._...__..._..e..._.___— SHIM SPAC SHIM SPACE POURED CONCRETE OR POURED CONCRETE OR GROUTED f'c=21<si RCTEf'c=2Ksi FILLED CONCRETE FILLED CONCRETE BLOCK WALL RFQ'D, BLOCK WALL REO'D. (SEE NOTE 11/1) (SEE NOTE 11/1) 14 zi `:A. Lj iEXTEFIOR MIN CoIimuous P7 CONTINIJOUS MIN d-5 e i4> PrR JAMB CAULK 8`011i "'ULK BOTH 88 e (4) PER JAMB SIDES (YP.) ..SEETION B2_B2 SIDES (T)?.) 'A' FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) OUTSWING SERIES LS 1WA SKIN FLUSH 4117 1 i"2017 I'L7ECD,WC COMMERCIAL DOUBLE&SINGLE STEEL DOOR W/ M.L, BY, SERIES'W IGOA FRAUE DAYBAR INDUSTRIES LTD. 11LIECOm.. 30'REST • ON QhRAD,LST,2,14 ...... 62!:-R&M:905 E25-42Mk 17-290 TILLIT TESTING & ENGINEERING COMPANY 141+Yt 4, E� W617 a ORA'NlllG N, %VALTER A.TIWT Jr."E. • P SEAL/SIGNATURE/DATE ... F __Sl - i i MAX, 1l4` 11* v_.._.._._......__._ _ 98.00' MAX, FRAME WIDTH HIM MAXSPRCE SHIM SPACE POURED CONCRETE: 0?< (p)w PER JAMB P--•, d HOLLOV CONCRETE &LOCKiS ,--•GRCXTT D T'C-2.Ksi I E A1pP.TAR JUUdTFILLED CONCRETE WALL RED'D (SEE NOTE 11/1) ` BLOCK N1A.LL. REfi'D. (SEE hQTE 1-/l) �... i ACTIVE INAI-TIVE S _' } itXTFRTpR !_.2 1/4•'.: \ ( CONTINUOUS •........__t.._...,......I 14TN \ __...— ---- ------- -- -- - - 1 N:ORTAR JOINT ..AUlK GOTl4 _ _ -Cvh'T'INtSDit5 ` SIDES MR) - - 91ILK BO'fH ua 2 ;4% PEP. ,AMP. Sit=ES (TYP.) SECT'IDN B3-B3 +a e.` �iy °: "'• FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) ` auTswfNG SERIES 1S f BGA SKiN r1.usN M.L. a a..2o,7 31L1ECO.!Nc. CoMMERCIAL DOUBLE a SINGLE STEEL DOOR w? Ci:Nal EY: SERIES"AS' f&tA FRAf3f ftpp }}�� DAYBAR INDUSTRIES LTD. 11/I�/17 8 iL, l� L to e, ce 1sE5T oaetc,BRrJ.iPrON, `��, '•��...... ` �\ t¢¢4 TILLIT TESTING&ENGINEERING COMPANY Ofd C.4VL:�a,L5f 2J= te!rq'[T 3311 TA:395 629—kJ00 LAY:90g u_pS-4)6:. ?—Z�p � • YI ..q.a:{J44i3'%i—SSY.tqn:{:AS)Sit-1531 DRAWING lip, A SD L EB-0(106719 ,e cv cap-_mw ora :ev. o::v,-.+qn l4ALTER1, iP Jr.Pk. CiNERN. 5 1)/1F a P•L.S£Alf$fGNATLLRE/DAT. TL03101.U.�44t$7 MAX. 1/4' � � MAX. 1/4' SHIM SPACE !+ 6.D0' MAX. FRAt4E \d1DTH_._._.........----...._....._._.._ SHiM SPACE O(4) PER JAMB 2_j II HOLLOW CONCRETE BLOCK POURED CONCRETE OR MORTAR JOINT I WALL REO'U ---GROUTED f'c=2Ksi 1 a (SEE VOTE 11/1) :I i` FILLED CUNCRE'I'E' BLOCK WALL REO'D. �j-. /' (SEE NOTE -.1/1) .. C _I. 1.. 'O i' IEXTERIDP.1 / �IJ CONTINUOUS i c 1/4' 'MORTAR JOINT C-AULI< BOTH (17)CONTINUOUS MIT111 ---- - - - - - - a .. SIDES ;TIP. - - - - AULK GOTH- _ ` PER --- ----- ----— } SiDES ('TYP.) _- -8 G '4) .JAMB SECTION B3—B3 i 77 i 4kk �aE-d ^T�wNo i� FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) z h ..tM 7 ° OUTSWING SERIES LS 18GA SKIN PLUSH r1Ct7 TIUECO,u:0. 4.L. * •a .3. _ _ COMMERCIAL DOUBLE$SINGLE STEEL DDDR W/ CR:WN Er. SERIES'AS' 1GOA FRAME STATE F eA e�—l—- / / �� �C•® twc. OAY9AR INDUSTRIES LTD. klDATE pis 5O WEST CRPE,BR10PTON, qV °•• • ' �, TISLIT°TESTING 2 ENGINEERING COMPANY ON CANAO4,LST 2J¢ F A4'• J6: =_t..s•._s. U.:.+A euw i£ attt TEL:905 625 11000 FA%:92 G2B_20C 1 7—Z9D �® ..' WALTER A. , a Jr.P.E. ocOitl+ll 5^.)18 + SHEET 9A OF i+ P.E. SEf.Vslr:ltaiuRE/.ATE FLORIDACR1u�. a<167 - i t 1 TOP LATCH I TI1FljA f cf� , ---------- TOP ROD r � CASE 8 PUSHDAR 6. O/A PUSHBAR FRAME OPENINU 844' - EXIT DEVICE p LL7CIGSiDE"' �� BOTTOM. R❑J.) F'LNTERCASE- + REINFORCING ° EXIT DEVICE CHANNEL C:EN'i'c:RC;F1Sl:: iBBT T UM ROD IiETAI!_. 2113 •.,,�,� B❑TT❑M l__ATCH � i t VON DUPRIN #9847F CVR EXIT DEVICE If IS❑METRIC DI7TTGM LATCIJ � `' '`" 54�® �Vi •'.� I r ry's FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) .a '� • F�°dt• l' ,( 1 " OUTSVRRG SERIES LS ISGA SKIN FLUSH SECTION A2 A8 b,z nucico,INC. COMMERC"OOUSLE&SINGLE STEEL WOR W/ SERIES'A$' 480A FRAME CRAWN Sr': DAYBAR INDUSTRIES LTD, ���°ty••:¢�6ttt.�Q ..�`: •e�Fu, �,� � 8� {�vc lI3C. ...,O,V_: S•{{�� SG wEST ORME,BFAIA?TGN. V (����• + TILLIT TESTING& ENGINEERING COMPANY CNCANAOF,LOT 05 // 8355 tlW3tt�.5:,.3u.JpS,M.'nC:i-T G\�C:ib,Fl.33146 TEL:0.6.25-6000 Wi 405 fi2i-42a< 7-29G 4Ren::(:0!;0511-tl3o.£ar-(:p5j6.,-531 tl?RY.7hG?: l4ALTER A.n1.Uf Jr.P.E.E. SEaL/rIGNATURE/➢ATE � rT.cweA L(c.6 aais` SHEET 10 0f as --- 1 IExrERia� RnTTdns STRSi:E /�. GROUTED RN FLOOR t DOOR OPENING DOUBLE DOOR HEADER __._•-„_ 1 - -.� .. M `� CONCRETE SLAB 4 M HEADER ,rJAMB <TYP.> ...{ , I i dF � 1 I !--2.139'� � s �' ',) �! \ \ i s •.�� ..-.�,�` ,,,, `5%ham ?1.lra ', Al'CH En :ATipL ,.'.�.J HEADER r 0 rl i r a LSCIMEIE,C .. `-....FIT RECEIVER !NTP NOTCHED HEADERir€: FASTEN Wl 21270-26 MSLE i I 1 - JAMS DGCR OPENING n70-24 MS i '--I ._-2.875'---_- DOUBLE DFA'7R AN �EXTER7F;RF PLAN DETAIL It DETAIL 2i VD#338 CVR STRIKE IN FRAME HEAD VD #385A BOTTOM STRIKE IN THRESHOLD/FLOOR i a FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) Wod 44 67 avrswltaa SERIES LS Tsca SKIN FLUSH=os7 M:1 o,;r c. 003AMERCIAL DOUSLE&SINGLE STEEL DOOR W/ u NATE — sEx7Es*AS* SLGA FRAME -P, • £6 1 .d / �j f/ �� E” c 0 .tde. DAY9AR T DRWE, RIES L70. „/�T ( I SO NCsi NADA, ST 2JfON,. TILLIT TESTING k ENCIN6ERINC COMPANY 0. OtN40A.LST 2J{ tra.MIN Ss, ',3^.9,.kCn:i cAa,:43,n.3i1t. TEL-1 90S E2„''—EC00 FAC 905 6Zi-420+ 7 7`290 R1�fi ?” vt,ax:(35573tt-:sa.ro.:t.GSSst:-I.Oz UW.Yii4G I+e. CO-C00571qss.>uon W,A1:fER M tllN Jr,P,E. .... _- mu,.ay <.na ccioana: enc P.£.SEFLlSIGNATURElDAFE FtOYiAn uc.�':CSt17 ` ' _.___-.SHEET_ti_OF_la_;— FRAME PREPPED FOR r8-32 MS X 2 'THROUGH FRAMIE MATERIAL AND REINFORCING. TOP AND BOTTOM :' i' t--F LUSHBOL I U ON I `� EDGE nF DO-K PRESSED IN PLACE> ,X, ,; II I 1 I-A'aCF L.O 0,75' x 0.562' CUTDUT INTO LOCATE 2 0.875' OFFSET FROM END CHANNEL i OF REBATE ON ,NAClIvE: SIDE DETAIL 3 ,AT ISOMETRIC .— TDP AS SHOWN ; - CAT TOP) MO,•L¢ia2 & AT BUTTOM) IS F D II��-') ,+DOOR t 1 `y 4GSj I i Ell[JL- o G-i— f o IIIA: I (�1 C4 , STATNLESS- BD"CTOM L 7�..,. - 33 STEEL I ASA ON 'I STRIKE �, i ' —'SPL7T`JELD EDGE: OF I SURFACE 16 ! i �j ON DOOR DO0R i APPLIED TO '' I v ! DGE 31 THRESHOLD _ --��. ._, ---- - --- - (� i0 � _1 - _..`..... ........ ._. 00 HAD -`"'�:-.:-•.. ! i I !ACE PLATE SIDE VIEW -• r8 i i �J ! A BAR I ! 6 ! ,� In � FACE PLATE r-- /{��� i _ r_i ❑ LJ A `....._v.... i ; t t i i i 1.........-:.... u o ': ? �--•----L ,}�-,, 1 - ....}GO�';...--._�. ASA AND FLUSHfiOL T FACE PLATES i ARE SURFACE li{:It1NTED AND X~ SCREWED THROUGH DOLP. MATERIAL CONCRETE -O.GII" ! SPOT1<IELD— AND REINFORCEMENTS. r FASTENERS r ! ! ON DLICiR s - ASTRAGAL ONL HAS CUTOUTS TG I�FLLISHBCIL"',' 3U. ON o --- --_ EDGE ----- CLEAR HARDWARE FACE PLATES EDGE OF DobD G.o58°' 4 RRE—Q`D RFI;PIgFQR AT ELUSNBQ PLAN ISOMETRIC OFF CENTER :1FLOPENING Cf��I "g Eby;�M) ON INACTIVE ,a •: PLAN 'y FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) STRIKE PLATES AT THRESHOLD �Q' ourstnxa S LE Ls Inca sstlx riusw y 'b 8 8 w ,x201:r Tl:cCO,[:G. COMMERCIAL DOUBT.;:&SINGLE STEEL DOOR W/ M'� SERIES"AS" IGGA M"t CTra'.vN ar: a DAYBAR INDUSTRIES LTD. DETAIL 4 p�� '!` I�.y ",f �` � i�4 C 0..--. 50 WEST DRNr. aw"PTON, G,E: CAT BOTTOM) '��Ina. p�,VP`T=•la TICCIT TESTING?&S f�hGI cEER 16�CtOluPANY 62 01000,: :905 �7—.2901 ltlf%y° G CMS Il.n JE.:n.5f,Ea:A1 VAG.Fa 4#iJ1+A tt•StiF =:A.;COS Ca)1-i!00(:VA:9G5 b2:i-42Ca •._r •.•. ' Efi•'UO^5"!19 f.[Y.n9 [S::4m>.t VAv i:r.lu Wxn P.L.SE•LFSICNATURtlkRTE :4A;,TFR A. il TILUT J1.P.E. T 0"'m J n Tal o. n e"t.O:iFiA U.,0 4.167 ° - $k£ET 12 OF„I' x x x 2 HALVES SPOT WELDED 2 2' FROH EACH END & ____ j C 10' C/L THEREAFTER / x PLUG WELD ATTACHMENT TO DOOR EDGE AT LICI-P—PE X STICK MAXIMUM 2' FROM EACH END. ON EACH MDF 6f"\ NEOPRENE HARDWARE CUTOUTS G,ASKE'T BALANCE MAXIMUM 10'O.C. \X .......... PLUG WELD ATTACHMENT- TO I)( EDGE Art ......... MAXII-MUM, 2, PLAN x END. ON EACH SIDE OF HARDWARE CUTOUTS BALANCE MAXIMUM !O'n,C. x Z-ASTRAGAL 68) DETAIL x x L FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) OUTSMN$SERIES LS 18GA SKIN •,2D'7 T*1L:RC0.INC. U FLUSH M.L COMMERCIAL ISLE&SINGLE MEL R W/ t: SERIES'AS' LEGA FRAME GOO CRAWN PY: DAYBAR INDUSTRIES LTD. )L SIDE VIEW . .......... IILLIT TESTING 2 _�_ �ES '�TIPNG&ENOINEIERING COMPANY ON WT2JI 'S! 5mt 625-P,000 rFAX:2D5 625-420: 17-290 ES-0006719 P.E. SEAL/SiGNAiURE/DAFEFL ER A.7ILUT j" OMA Lm�. ,.43T5 - t DOOR TOP EMD � CHANINEL \ \ DOOR SURFACE CLOSER 36 � 2' FrcE-,;� REINFORCEMENT L1 CLIPPED TO DOOR AT TOP EDGE 1, DIEIAITERED CORNIER CONT, • WELDED INSIDE. FACES & y AT RETURNS CAULK COMPLETE INSIDE CORNER WITH GE SILICONE II I7� DETAIL Y - DOOR SUREACE CLOSER REINFORCEMENT (1-9)_ CORNER DETAIL Y AND END CHANNEL da ASSEMBLY DETAIL DETAIL Z �,,s°`������� ��•�Wim.. FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) N 1 o m OU75YflNC,SERIES LS iffCA SKIN FLUSH N..L s-,01T TILTECO,II.G COMMERCIAL DOUBLE&SINGLE STEEL DOOR W/ a c m G rnva•ev: S TATE O SERIES"PS" f GGA FRAME _ //—"— ® (� DAYBAR INDUSTRIES LTD. 4q� ��o �m 3L�C. \ 80 EST ORNE,flt2Alf'TYJN._ G.\T _. •,..., • �,1Tt ( TILLIT TESTING&ENGINEERING COMPANY 011 CANADA.L6.2J4 _ �pppp ppr` TJS:Rri..41.5t,:tx M5.YFCtNh 'FEL:SCS 625-SCUD 2kY:905$25-1204 17-290 !!t{'LL re=.,.•(acnlnx\.aaw. :tas}sTt-tsx ... E9-CGD6'TI9 ur.tp >rvrn*� nrt G2+s'ttNG Na. —. v.A.,Ell TILLIT Jr,P.E. - - SHEET td OF t4 P,E.SEAL/S1GP;Ai URE/LPTE; FLORIDA.Llc.g"1a G�