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HomeMy WebLinkAboutPLANS• SHEETS CONTENT: SHEET #1 INDEX, COVER SHEET & GENERAL NOTES SHEET #2 ASSEMBLY ELEVATIONS No 1, 2, 3. SHEET #3 ASSEMBLY ELEVATIONS No 7, 7—EMB. SHEET #3A MAX. DESIGN 'PRESSURE RATING (psf.) SCHEDULE. SHEET #4 OPTIONAL EMBOSSED DOOR SHEET CONFIGURATIONS. SHEET #5 HORIZONTAL 'SECTIONS A —A & B—B. SHEET #6 HORIZONTAL 'SECTIONS C—C & C'—C'. SHEET #7 VERTICAL SECTIONS D—D, E, f, G, H, I AND HORIZONTAL SECTION J—J SHEET #8 DAYBAR & AIR' LOUVERS VISION LITE DETAILS. SHEET #9 FRAME SECTIONS, & REINFORCINGS DETAILS AND THRESHOLD DETAIL SHEET #10 TYPICAL DOOR SECTION, "Z" ASTRAGAL & ASA STRIKE REINFORCING SHEET #11 MULLION INSTALLATION DETAILS. SHEET #12 SURFACE BOLT INSTALLATION AND DETAILS. SHEET #13 DOOR TOP AND, BOTTOM TYPICAL END CHANNEL DETAIL. DOOR SURFACE CLOSER REINFORCEMENT DETAIL. DOOR SURFACE 'CLOSER AND END CHANNEL ASSEMBLY. SHEET #14 DOOR SNAP IN TOP CAP DETAILS. SHEET #15 HINGE BAR REINFORCING FOR DOOR. ANSI #A115..11 f86 MORTISE LOCK/RIM PANIC REINFORCING DOOR SURFACE 'BOLT REINFORCING DETAIL. SHEET #16 #161 CYLINDRICAL LOCK AND DEAD BOLT REINFORCEMENT DETAIL. SHEET #17 ANCHOR DETAILS. SHEET #18 ANCHOR SCHEDULE, WIRE ANCHOR DETAIL. 2 PIECE COMBINATION STUD ANCHOR DETAIL. EMA BUTTERFLY ANCHOR DETAIL. SHEET #19 BILL OF MATERIALS. 1. DOUBLE & SINGLE SERIES LS1B FLUSH/EMBOSSED OUTSWING COMMERCIAL STEEL DOOR W/SERIES "AS" FRAME, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (F. A. D.), HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. THIS DOOR'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201. TAS-202, TAS-203 AS PER HTL LAB REPORT #0279-0719-03 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS,, PERFORMED AS PER SECTION 1612 OF THE FLORIDA BUILDING, CODE. 2. ALL COMPONENTS SHALL BE AS SPECIFIED ON APPLICABLE DETAIL SHEETS AND AT BILL OF MATERIALS (SHEET 19) OF THIS DRAWING. 3. COMPLIANCE OF EGRESS / ESCAPE REQUIREMENTS OF THESE DOORS PER FBC TO BE DETERMINED BY BUILDING OFFICIALS ON A CASE -BY —CASE BASIS. 4. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON !STEEL AS PER DIN 5001E WITH 50 ksi YIELD POINT AND 90 ksi TENSILE STRENGTH. S. ALL WELDING TO CONFORM W/AMERICAN WELDING 'SOCIETY A.W.S. D.1.3 AND D-19.0 REGULATIONS WITH E60XX ELECTRODES, FOR GALVANNEAL MATERIAL, AND W/AMERICANI WELDING SOCIETY A.W.S. D.1.6 REGULATIONS W/ E-308 ,ELECTRODES (FU=80k.s.i.) FOR STAINLESS STEEL IMATERIAL 6. ALL ANCHORS FOR DOOR FRAME CONNECTIONS TO EXISTING STRUCTURE SHALL BE AS SPECIFIED ON SHEET 17 OF THIS DRAWING. MAXIMUM ANCHORS SPACINGS SHALL BE AS'.P.ER'SCHEDULE ON SHEET 18 AND ELEVATIONS ON SHEETS 2 & 3 OF THIS DRAWING. SEE SHEET 2, 3 & 7 FOR THRESHOLD ANCHORS, AND SHEET 11 FOR MULLION ANCHORS: 7. PROVIDE MAX. LOAD BEARING SHIM SPACE AS INDICATED ON SHEETS 5, 6, 7 & 17 OF 19. S. THIS DOOR MALL NOT REQUIRE A HURRICANE PROTECTION DEVICE. 9. THESE DOOR ASSEMBLIES ARE APPROVED FOR WATER 'AND AIR INFILTRATION AS PER TESTING INDICATED ON NOTE 1, AND SHALL BE LIMITED TO DESIGN PRESSURE RATINGS IINDtCATED ON SHEETS 2, 3 & 3A. 10. PROVIDE SPECIFIED SEALANT AT ALL DOOR FRAME, THRESHOLD AND VISION LITE COMPONENTS INDICATED ON THIS DRAWING. 11. (a) THIS PRODUCT APPROVAL DOCUMENT (PAD.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC (PROJECT, Le. 'WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A:Dt,. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS- (d) ORIGINAL P.A.D SHALL BEAR THE DATE, 'SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 12. DOOR'S MANUFACTURER LABEL SHALL BE PLACEDON A READILY VISIBLE LOCATION PRODUCTREVISED ONE LABEL SHALL BE PLACED FOR EVERY OPENING.. LABEL SHALL READ AS FOLLOWS: asCamAymgwith the Ftar» DAYBAR INDUSTRIES LTD p"DUCTRENEWED attildhWCO& 1235 AEROWOOD DRIVE, MISSISSAUGA as compl*9 with the Fladds 6 q y ON L4W 1 B9, CANADA. BaidiOg Code I24 MIAMI—DADE COUNTY PRODUCT CONTROL APPROVED.% AaapteaceN Elcpintloa D a �. SCANNE® 4K a Division BY I�Ni91s118aAcclam St. Lucie County nmdmLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) ®tom TILTECOE Nc,(DcvmDmQ DOUBLE & SINGLE SERIES LS18 OUTSWING COMMERCIAL DRAWN BY: • - GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES AS 16 GAGE GALVANNEAL OR STAINLESS STEEL FRAME LG FLUSH, EMBOSSED & GLAZED ASSEMBUES - I.M. DAYBAR INDUSTRIES LTD " DATE t2s5 mmm o0 0� TILL? TESTING & ENGINEERING GOMPANY 43mw. sm sL sa .1ai wksom aw 4 n .ume YI5999AUOAON uw 199, cJvunA 09-030 woO.: (]a)a2I-Ism.• : 003)N r-tA1r o-mo,Y.• Illteco®OaGconl WMo'WYBIR.COM Ula- 909 629-11M FAX' COS US-4204 DRAWINO No fe-0006718 ter. v. :� an nr. vs tovmtov twty _ WALTER A A(UT Jr. P.E ti 7.le,iti` FLORIDA Ua.f _.., t o:0 os-tto a tt w a SHEET 1 OF 19 I DETAIL k DETAIL 676/9 EA SIDE 8 to, D.C. 'J DESIGN 'PRESSURE RATINGS (OUTSWING SINGLE 6 DWBLE DOORS W/ VON DUPRIN RIM PANIC DEVICES) POSITIVE +70- PSF NEGATIVE -65 PSF DESIGN PRESSURE RATINGS (OUTSWING SINGLE DOOR W/ TWO SURFACE BOLTS 6 DOUBLE DOORS W/ FOUR SURFACE BOLTS) POSITIVE +65 PSF NEGATIVE 1 -65 PSF SEE SECTIONS ON SHEETS 5, 6 & 7 - SEE SHEET 3A FOR MAXIMUM DESIGN PRESSURE RATING SCHEDULE FOR ASSEMBLY COMBINATIONS, MAIR 17 ZvN sI E t6/9 MAX. 07or 9 19 _ Q' 1 �® I For C' D t0' MC. MAX. 17 El 2.75 2.TS G MAX. DOOR WIDTH Q 19 �® a; 23 2 � 9 or ®A' 21 8 2� 'VP, e or co 2 R 10' as MAX.. tev tev E.75 FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONED ©2001 TIRECo INC. ONDiNEERnuG) DOUBLE & SINGLE SERIES LSIS OUTSWING COMMERCIAL GALVA.04M OR STAINLESS STEEL DOOR W/ SERIES "AS" DRAWN 9n 16 GAGE GALVANNEAL OR STAINLESS STEEL FRAME L.O. ILIECO me. 09-030, DRAVANG No SHEET 2 OF 19. DETAIL g16/9 EA. SIDE36' MAX. DOOR W: �J W� x w= • 9C L= N Cu a1 cx x 19 or 19A H u w§ m x a r W 2 N W = 4 • O 4 14 4 A x COe 13 4 t7 �^ x t3 = W 2.75•--� j---MAX. MA`X!MAJ� �2.75@ 10. O.C. MAX. DESIGN PRESSURE RATINGS (OUTSWING SINGLE DOORS WITHOUT SURFACE BOLTS) POSITIVE 1 +65 PSF NEGATIVE i -53.3 PSF EMBLY Ff FVATTnNc 11-7 7_ SEE SECTIONS ON SHEET 7 — SEE SHEET 3A FOR MAXIMUM DESIGN PRESSURE RATING SCHEDULE FOR ASSEMBLY COMBINATIONS, 40 3/8' MAX. FRAME WIDTH DETAIL 0I6/9 36' MAX. DOOR WIDTH 9C EA. SIDE 12• MAX 1 N a {n W, d 2 26 8 — Wx oz w= N m 1 ® 9C OR r QS LITES ARE PERMITTED N EMB[ISSED DOORS PROVIDED m THAT LITE'S MOUNTING FLANGE _ ¢ MUST HAVE FULL FLUSH CONTACT WITH DO SKIN SEETDET ILSN13NFSHEET 8/19 N x A1x xO xWW N x Iw N a x o x M ox W 2 W Cu PRODUCT RENEWED a ns complying with the Florida Dulding Code ®& © ¢ Acceptance No TYP. W°= EspleallonDaie cu py- rsl Mival adgZDCIIr.OBUpIN�_ -� I-26 O -.t-MAX. MA !0 10 0' 22 8 10. O.C. MAX. Division2.75' MAX. MAX. —AA% DESIGN PRESSURE RATINGS COUTSWING SINGLE DOORS WITHOUT SURFACE BOLTS) POSITIVE +65 PSF NEGATIVE -53,3 PSF FLORIDA BUILDING CODE ILIEC0ime. to cumPIA118 With the Florida Building Code AcceptonceNo �—0323.2/ VELOCITY HURRICANE ZONE) INO COMMERCIAL W/. SERIES "AS" DRAWN BYe STEEL FRAME LO. RIIPS - 1 u 09-030 DRAWINO No SHEET 3 OF 19 z MAX, DESIGN PRESSURE RATING (Psfr) SCHEDULE FOR INSTALLATIONS COMBINING ASSEMBLIES #1 THRU #7-EMB BETWEEN EACH OTHER FOR A GIVEN ANCHOR JAMB TYPE ITEM (SEE SHEET 19) ANCHOR SPECIFICATIONS AT JAMBS ASSEMBLY #1 ASSEMBLY #2 ASSEMBLY #3 ASSEMBLY #7 ASSEMBLY #7-EMB (SEE SHEET 2) (SEE SHEET 2) (SEE SHEET 2) (SEE SHEET 3) (SEE SHEET 3) 6 0.157" DIA.x9 1/2" LONG WIRE ANCHOR (SEE DETAIL 21/17) +70, -65 +65, -65 +65, -65 +65, -533 +65, -53.3 7 2 PIECE COMBINATION STUD ANCHOR (SEE DETAIL 20/17) +65, -65 +65, -65 +65, -65 +65, -53.3 +65, -53,3 8 EXISTING MASONRY ANCHOR & E.M.A. (SEE DETAIL 22/17) +65, -65 +65, -65 +65, -65 +65, -533 +65, -53.3 9 EXISTING WOOD BUCK ANCHOR W/WOOD SCREW LAG BOLT & E.M,A, (SEE DETAIL 22A/17) +65, -65 +65, -65 +65, -65 +65, -53.3 +65, -53,3 9A EXISTING WOOD BUCK ANCHOR W/ STEEL CARRIAGE BOLT & E.M.A, (SEE DETAIL 22B/17) +65, -65 +65, -65 +65, -65 +65, -53.3 +65, -53.3 9B CHANNEL IRON THROUGH BOLTING W/3/8" x 3 1/2" STEEL FLAT HEAD MACHINE SCREW & E.M.A. (SEE DETAIL 23A/17) +65, -53.3 +65, -53.3 +65, -53.3 +65, -53.3 +65, -53.3 9C CHANNEL IRON W/3/8" STITCH WELD (SEE DETAIL 23B/17) +65, -53,3 +65, -53.3 +65, -533 +65, -53.3 +65, -53.3 1, FOR SINGLE & DOUBLE DOORS INSTALLED AT WOOD FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY RETAINED BY EXISTING BUILDINGS WOOD HEADER FOLLOWING DETAILS AS PER SECTION E, SHEET 7, 2. FOR SINGLE & DOUBLE DOORS INSTALLED AT STEEL FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY WELDED TO EXISTING BUILDINGS STEEL FRAME HEADER FOLLOWING DETAILS AS PER SECTION H, SHEET 7 & DETAIL 23B ON SHEET 17, 3. FOR SINGLE &.DOUBLE DOORS INSTALLED AT CONCRETE /MASONRY BUILDINGS, DOOR HEADS NEED NOT BE ATTACHED TO EXISTING BUILDINGS HEADER, APPLICABLE TO SECTIONS D & F, SHEET 7, INC. I ME CO mc- TWO TESTING h ENGINEERING COMPANY e73SV.W..Te61. SY. Sra d0.A RROM GRalNLC a m de Ra'ljmrNr(we)nr-rerr e-moth. tateeoOoeAcrom E-DaDGTi9 PRODUCT RENEWED as complying with the FIG" Buiding Code Zt .Q Acceptance No ExpirsdoG Date ai MhtmiDtde dretCan Wvbton PRODUCT REVISED as complying with the Florida Building Code Acceptance N -O 23.2/ Expiration Date p(O ?&mwDade hoductcontrof Divl,, a,% FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE DRAWN BY: L.G. 09-030 DRAWING No SHEET 3A DT 19 MAX. DOOR WIDTH EE SHEETS (2 & 3) G R10.875 fe) LO ,� LO 2 TU 1.969 h ❑ W A= o h X W W Sy v MAX, DOOR WIDTH (SEE SHEETS (2 & 3) x� L7 2 cu owO22o AN X LJ LJ (n v 23. y F f 0 DOOR WIDTH <SEEXSHEECTS <2D&H3) MAX.<SEE SHEETS C2 & 3) �cy) I—M �, o L3 oa as _ 37125 45,048.0 =N =cu N f1) C3 Li IQ= la= o w 3,510 a 6,500 A ti 5 I X XLLJ 13 0 x vwi 500 g Li 4 N 15.750 20.250 � 9 A09-0 9.0 --I I --I I— 9,0 17.5 5,0 5.0 23.0 MAX, DOOR WIDTH (SEE SHEETS (2 & 3) 1.937 MAX. DOOR WIDTH Tr- 5,250 (SEE SHEETS (2 & 3) 1 sAa -.l ICI LI 7 04,5 Cl Ld I'I I!I LO I�I Itl xw IN — I♦I I,I MAX. DOOR WIDTH (SEE SHEETS (2 & 3) LJ (u =N A= X LJ LJ � y v MAX, :DOOR WIDTH <SEE SHEETS <2 & 3) f R30.195 I _ 4 8.062 13.0 ® H M O 20 1,937 _ Lo as 13.0 = cu 19 562 ti �� a o w 1.937 13.0 = X w 34,562 ¢w 13,0 PttUDUCf REVISF.0 o eomplybg,*Ith W —T IIYbitiCodl- a 9,0�95 0 - 9,0 9,0 � — 9.0 w % 5.0 ❑PTI❑NAL EMBOSSED DOOR SLAB SHEET C❑NFIGURATI❑NS NOTES 00009 710=0 INO. MMEMNO) �mmpl�egrrNh Ns EMBOSSED DOORS PERMITTED IN 60idiogCode �� SINGLES & PAIRS LIMITED TO DESIGN AeeeptaeeeNO PRESSURES NOTED FOR EACH ASSEMBLY �tru O - . l IL E C O INC. 1ano°nG 1 u�4C 1 . / TILLIT. TcsTima _ a ENmArremNO COME lbilAc\ 17 F09 65.0 Ili ICI lillii ,t I�II�I lii lil t 9.0 �9,0 5.0- 23 FLORIDA BUILDING CODE 37.0 1 95.500 6.500 1 21. 15.5 VELOCITY HURRICANE ZONE) ING COMMERCIAL W/ SERIES "AS" DRAWN By: STEEL FRAME L.O. IeUES — L.M. i LTD 3/11/09 DATE 09-030 1104 DRAWING N0 oumumm an SHEET 4 OF 19 1/8' MAX. SHIM W/ DOUBLE ROW OF 1 # I/2' SMS SCREWS @1' FROM EACH END AND 4' O.C. 9 J<SEE DETAIL 22/17) 01125' 48' MAX. DOOR WIDTH QCC TUVVT 11 SECTION A -A SCALE, 3/16'=1' INTERIOR ® r-102 (SEE SHEET 10) NOTCH THRESHOLD EA. SIDE TO .. SUIT JAMBS, SEAL JOINT WITH NOTCH THRESHOLD EA. SIDE TO SUIT JAMBS, SEAL JOINT WITH GE SILICONE II CLEAR SEALANT SURFACE APPLIED 16 'WEATHER STRIP � EXTERIOR 0.125 48' MAX, DOOR WIDTH 100' MAX. FRAME WIDTH SECTION B-B SCALE, 3/16'=1' )RDOD nLlECO IN0. (ENOINEDiINO) IL IECOIN�. - .._ . . /br a .ra7M f`ili� J. WERA; Jr. R.C.co20 09 FIOR/64 Uc. 144167 0.125' In n PRODUCT RENEWED Gn eomplylog with the Iloridfl ICutdhdgCodo c Acccptancc No 1fY0 1 OJr U7 Expiration 09M — fiu n �� a1 L�4 (n Lit�i MlomlDade oett:onitaA Dirletoo PRODUCTRDVISED as complying with the Florida Btdidlq Code Aooeptance NoQ243 23.21 Expirstion Datc-Arx.20l o h i Do& Control 17fvi.;" FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) DOUBLE h SINGLE SERIES LSIS OUTSWING COMMERCIAL )ALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES "AS' DRAWN Bn 16 GAGE GALVANNEAL OR STAINLESS STEEL FRAME L.G. FLUSH. EMBOSSED Ik OLAZEO ASSEMBLIES — LN. 09-030 DRAWING No SKEET 8 OF 19 (SEE SHEET 00 00 15A) W/ DOUBLE IROW OF fG—x1/2# SMS SCREWS @1' FROM EACH END AND' 4' O.C. 0.125' 48' MAX, DOOR WIDTH 1/8' MAX, SHIM W5A W/ DOUBLE ROW OF xl/2' SMS SCREWS 01' FROM EACH END AND 4'O.C. (D W/ S fl1 � 1 48' MAX, DOOR WIDTH <SEE SHEET 17) INTERI❑R ®W/®� �� I-\�// (SEE SHEET 10) LL­j EXTERI❑R 0,125 100' MAX, FRAME WIDTH SECTION C—C SCALEI 3/16'=1' 2© (SEE SHEET 10) 0,125 INTERI❑R EXTERI❑R 100' MAX, FRAME WIDTH SECTION C'—C' SCALE, 3/16'=1' 14AR 17 2009 NOTCH THRESHOLD EA, SIDE TO SUIT JAMBS, SEAL JOINT WITH ©9 GE SILICONE II CLEAR SEALANT SURFACE APPLIED WEATHER STRIP 48' MAX, DOOR WIDTH 0.125' 1/4' MAX, SHIM NOTCH THRESHOLD EA, SIDE TO SUIT JAMBS, SEAL JOINT WITH c9 GE SILICONE II CLEAR SEALANT 4-8' MAX, DOOR WIDTH PRODUCP REVISED 10 Comgir� W the pbt8kt pp�,c,��wtmlce No0—0323.2/ WJ•+iBtiGD Dme OI � 2009 UMM INC, ILIECOliNe. ,'STIyNY.,CM G & ENGINEERING C SURFACE APPLIED WEATHER STRIP So r Q! (SEE SHEET 17) 0,125, FLORIDA BUILDING CODE SHEET 17) 0 Acceptance No Expiration Dones� DY kcL,aR lxl, .�a_ MiRMIDage 11061 ECCRUI DNialoe VELOCITY HURRICANE ZONE) 'ING COMMERCIAL W/ SERIES OASO DRAWN Br, STEEL FRAME L.G. (SUES — LM. i LTD 3/11/09 09-030 DRAWING NO SKEET 6 OF 19 Im I POURED CONCRETE REQ'D. 1Q AT ASSEMBLY #1 1/2' MIN, GYPSUM J WALL BOARD OR PLYWOOD SHEATHING SEE MULLION INSTALLATION' SHEET ( BEYOND I LINE POUR6I1,Y ,@ 10'-d3) @ GE CLEA SILICONE: SEALANT CON CRETE REQ'D C. MAX, SCALE, 3/16'=1' MIN, 2-2'x4' WOOD PLATE 1HEADER )l . z T � C❑NTINUES SAME AS SECTION G CAT BOTTOM) SECTION E SCALE, 3/16'=1' (BEYOND) SA W/ DOUBLE ROW OF x1/2' SDS SCREWS @ V 1/4' MAX, 1 ROM EACH END AND 4' O, C, SHIM W/(20 � 0 n OD r; STRUCTURAL STEEL CHANNEL WITH 3/8' MIN, THICK WEB DETAIL 23A/17 c" x STRUCTURAL MEMBER AT HEADER MUST BE DESIGNED TO CARRY :1174 #/FT & BE REVIEWED BY BUILDING OFFICIAL STRUCTURAL STEEL CHANNEL MIN. 1/4' THICK w SEE 9C DETAIL 23B/17 m VTINUES SAME AS SECTION I CAT BOTTOM) SECTION H SCALE, 3/16'=1' 0,@ 10'. I C.. -MAX. 10-24x1-1/2" HRU-BOLTS NOTCH THRESHOLD EA, SIDE TO SUIT JAMBS, SEAL JOINT WITH ®9 GE SILICONE II CLEAR SEALANT INTERIOR SURFACE APPLIED WEATHER STRIP 36' MAX, DOOR WIDTH- -40' MAX. FRAME WIDTH SECTION J-J SCALEI 3/16'=1' 9C DETAIL 233/172 �I� I n STRUCTURAL STEEL MIN, 1/4' THICK POURED CONCRETE ' REQ'D, ?C ti #10-24x1-1/2' THRU-BOLTS POURED @ 1013"---\-POURED II7C fl w�H 21 CONCRETE C, MAX, CONCRETE REQUIRED REQUIRED SECTION F PRODUCT RI PRODUCT RE Im with I aecnmplyl^g'"'°''`h®�D' SECTION G 'm�]I*jRW1� Ottilding Code - Uuldlm; CrAt i .QJr +icm pte7co !dO 0323•Z/ Acmp,unce No Q Expimti0u Data isxiTlrO:loD B2aix a1 2a10 3itiami,DadeImo.-•=:."L•�� miamlDmde oMComttd+ Division Division FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES AS DRAWN BY: - - 16 OAGE GALVANNEAL OR STAINLESS STEEL FRAME FLUSH, EMBOSSED & GLAZED ASSEMBLIES - L.M. LG.. DAYBAR INDUSTRIES LTD AMMOD ORK MISgSMGk0N UW 189, CONADA ww6.oareAR.coN TEL• 900 625-8000 FAX 900 623-4204 3/1!/09 DATE 7 ?n n LI.�J --- IL ECO ime. nuirf2JO um1 TESTING & ENO"All NO COMPANY BJJBNI9 JBfh. BAn .11 G•1BOENS ft JJIBB l n . s>R, rJBvm,-ICJ, o-mil RllmoVoolcom EB-00067I9 WAL7ER A ]ALIT Jr. P.E. FLORIDA U0. d 44l67 09-030 DRAWING 'No sv. x. oowrnaN I o,n: 1 m. w 1 w m I MA 1 , QD o 11D J 11/m SHEET 7 OF 19 .623 .097Do In 00 i N I's M tD N 1.835 O.S. DIM 3 .395 .623 0631.757 I.S. DIM 29 CONT. GE S CONE II CLEAR SEALANT - ALL AROUND EXTERIOR to 097 D 20 GAGE N EXTERIOR 1 GE 3/8" TH LEXAN SHE .063 1.75 1/2" x 5/8" 20 GA. ___/ GALVANIZED COLD ROLLED STEEL GLASS STOP 1/2" x 5/8" 20 GA. —/ GALVANIZED COLD ROLLED STEEL GLAZING BEAD 3/8" GE INTERIOR rI S DETAIL D1 LAI00 }- 00�� !A �O r�100 0 U ��t o CUTOUT SEE ELEVATION FOR DESIGN PRESSURE ON SHEET 2 & 3 30 995 DOW CORNING r STRUCTURAL SILICONE '' (19j 3/8" LEXAN GLAZE SEALANT, ALL AROUND v EACH SIDE VISION LITE MANUFACTURED BY DAYBAR INDUSTRIES, LTD, 3/80 GE LEXAN GLAZING DETAIL 82 7 5 i IT 6 SCREWS MATERIAL SPECIFICATIONS: PER LITE 20 GAGE CRS FRAME W/ A MINERAL BRONZE BAKED ON POWDER COAT. 2.20 .c 29 CONT. 19 1.75 GE SILICONE II OOR 3E 1/2" THICK CL' EAR SEALANT LEXAN SHEET ALL ARC EACH SIDE r •70 S4° 7" x 22" KIT = ELEVATION 132 12 8 SCREWS 10 GE 1/2" THICK -PER LITE LEXAN SHEET ILn Ln N N -I . (I INTERIOR i L # 8X7/8" F.H._ PHILLIPS HD S.M.S. @ PER KIT ELEVATION M 30 995 DOW CORNING STRUCTURAL SILICONE SEALANT, ALL AROUND EACH SIDE � 31 � 31 � 12" x 12" KIT - ELEVATION (f_9W VLF-EZ-IG VISION LITES 1/2" LEXAN GLAZED MANUFACTURED BY AIR LOUVERS, INC, LIEC SEE:! ELEVATION FOR DESIGN PRESSURE ON SHEET 2 & 3 06 EXTERIOR 1/2" GE LEXAN GLAZING DETAIL PRODUCTRENEWED as c"mpting rillh the Fonds Iinlding cwle Aeca:ptanee NO Eapir .tc Miami Dade Rmftct CodW Dlvlslon I3iu1Gi:.y; Cori* /lcccptanceNo09-O 1p.21 iixpirslljpp Data�l0 BYi. bU DadeProdactt7DOM T)lvkku FLORIDA BUILDING CODE (HIGH VELOCRY HURRICANE ZONE) STEEL DOOR W/ SERIES "AS DRAWN er; i STAINLESS STEEL FRAME Azrn ARgru"ues _ r u 09-030 DRAWING No WADER A. FLORIN SWEET D OF 19 LOCATION p� AT FRAME 2' 1. DIE MITERED CORNER CONT, WELDED INSIDE FACES & AT RETURNS 2. CAULK COMPLEJE INSIDE CORNER WITH U9 GE SILICONE II L—� 11.875 e 0 MATERIAL, GAUGE 12 MINIMUM (0.097 THICK) GALVANNEAL OR STAINLESS STEEL ATTACHED W/<2) LONG MIC WELDS ONE/END. DETAIL 16 TYPICAL WELDED CORNER N b'i i �2125�L500� �I�" T—I----s.aoo 16 EXTRUDED ALUMINUM RESHOLD NGP #950NA - PA'D14 007g: — Z64-e O' T1jTAC1V MATERIAL, 8 GAUGE STEEL GALVANNEAL OR STAINLESS STEEL �3 ® 4 1/2" FRAME DOOR HINGE REINFORCING DETAIL MATERIAL, GAUGE 16 MINIMUM GALVANNEAL OR STAINLESS STEEL (.058) TYPICAL JAMB & HEAD SECTION lA ❑PTIONAL HEAD SECTION 17 MR STAINLESS STEEL (5) 4 7/8" STRIKE REINFORCEMENT FOR FRAME ETAIL ATTACHED W/(4) 3/16' 0 PROJECTION WELDS. #8-32 SCREW PRODDL TRENEWED as emmplyian with the Florida; Eoidia0clad*5. Ampi;Ote lio IQ'!% ExpiraUoD lyateate BylDBdcP uttftCDDK Dh iston ATTACHED TO STRIKE JAMB W/ (3) 1/8' it pRpp � �lSED PROJECTION WELDS. 0800"'Pl iASwiththeFlorld8 AeammfaMwmh,lding odoc No QQ-o323.23i*picatl0nDaMj otO 1Nlmai d0 rbrdcammot FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZOI 19 ❑LTEW INC. (UMEUM) I DOUBLE & SINGLE SERIES LSIB OUTSWING COMMERCIAL ILIECO me. OR STAINLESS STEEL rl"I -Ml ERIES "AS" DRAWN BY: FRAME L.G. - LM. D 3111109 DATE 09-030' DRAWING No v wn SHEET 9 or 19 1� 3.0 17.0 J� DETAIL 6.0 12.0 ` (2) #14x1' SDS <TYP,: 3,0 T 84.000 1-1/8'X2-3/4' DEAD BOLT STRIKE 7/8' STRIKE ® RZW ASTRAGAL ISOMETRIC DETAIL MATERIALI 0.075' THICK GALVANNEAL STEEL OR STAINLESS STEEL 2 W/ 20 2 S < SPACED 0,562 —f---{ XTERIOR H SDS SPACED AS PER ISOMETRIC DETAIL 1,875 1.75 GASKET NG#109 1/16' x 3/8' 8,875 j11V I 7SEE 0.625 BOTH DOOR EMATERIALI DGES1/8' IN 2' BEVEL BILL OF MATERIAL SECTION THRU ASTRAGAL ATD❑UBLE DOOR 0,593 +-- 0.032 0 0 0 0.125 1.813 5,594 2,063 2,440 L0-438 (2)#12-24 0 0 APPED HOLES FOR 0 A.S,A, STRIKE 0.312 ,, _ 12GA, GALVANEAL OR STAINLESS STEEL ASA STRIKE REINFORCEMENT 3x1/8' PROJECTION WELD EACH SIDE DOOR FRON' WIDE SIDE EXTERIO I v, T i INTERIOR �� DOOR BACK OR NARROW SIDE LOCKSEAM FILLED WITH HELMIPRENE # C8323-1 ADHESIVE —SEALANT TYPICAL_ _CROSS SECTION 0 • 3 DETAIL 6 PRODUL'TREIRMl) as rnmRly)oC :vi1iT the FTorldS 1jI,h}3cS Cole AptAnce tVo / ,p Eagiro00n °.Onto p Dhidon DctConpol 21 0 FLORIDA BUILD= CODE .(HIGH VELOCITY HURRICANE ZONE ®sow 1ILTE001% MiGINWaNO) DOUBLE & SINGLE SERIES LSIS GUTSWING COMMERCIAL GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES -AS DRAWN BY, 16 GAGE GALVANNEAL OR STAINLESS STEEL FRAME L.G. _ FLUSH, EMBOSSED & GLAZED ASSEMBLIES - L.M. DAYBAR INDUSTRIES LTD 3/11/09 L E C O i ee. TILLIT TESTING & ENGINEERING COMPANY 123a AEROW000 DMM N]ssimuckoN DATE 6J37HW. JSM. ySy4.,, Sh JDA NRdNN a"/1 JJlee PAam t (JOJJRFI-IATe. Far: (JaSATF,-T9JT L4W 1B9, CANADA WMS.n4vBAR.00N 09-030 �1 ') '�-�-• a -mall H/t4ceAoaLcom TEL: 003 075-8000 FAX: 105 023-4=4 DRAWING No w wn� uv. w acmona, o•n: _ EB-0006719 ��" /;, 1 7 ?�i,9 WALTER A. DLL? Jr. P.E. FLORIDA A.111 44167 �aa®nex � ' SHEET 10 OF 19 8620 FITTING 1 (2) 1/4'-20 MACHINE 5/16'—IB MACHINE SCREWS MASCREWS TO MOUNT COVER TO HEAD IQ COVER lk POWER FASTENERS T- E FITTING HOLLOW SET DROPIN ANCHORS oa 1MULLION BODY 5 THK. WALL A 500 GRADE B STEEL — * mZ.& fts, -ki I A HEAD 5/8'xi'x4' MILD STEEL EXTERIOR ® /-(4) 5/16'0 S,D,S " 8620 FITTING CONNECTION AT TOP < + ® 4 MACHINE SCREWS r8 HEAD & FLOOR. 5/16'-IBX1-1/4• {:i:WEEK } ::;:v$}{.•{:;::,:i:{$ n 3.0 i 2.0 J86PO FITTINQ/ tT 238 ,5 NOTCH OUT 2,0'x3A' 15 ON THRESHOLD CONNECTION AT BOTTOM CPLAN) DROP IN ANCHOR #8620 BOTTOM MULLION VIJ FITTING STEEL NOTCH OUT 2,0'x3,0' ON THRESHOL�TD FIT MULLION 1 � 4a r� q !h./lAiR Dhf&n HEAD j FULL 3,Oi WELDED .i.�. FITTING STEEL EXTERIOR 1 #8620.I0P I MULLIDN FITTING h—A STEEL EXTERIOR -#8620 BOTTOM MULLION FITTING STEEL 3,0 POURED 2 0 CONCRETE REQUIRED <4) 5/16'0-18 POWERS FASTENERS CALK -IN ANCHORS W/ 1' MIN. EMBEDMENT SECTION 3.000' MULLION FITTING 8620 STEEL FLORIDA BUILDING CODE ILIECOme. ,STINN,0 h ENGINEERING COA (awJe�'i-15 ( YI- rma9: Vilmo®aolcom EB-0006719 E. R.GA Lk.. / 44167 withthe Florida F SIGH VELOCITY HURRICANE ZW OUTSWING COMMERCIAL OyA� BY: L DOOR W/ SERIES AS AINLESS STEEL FRAME L.G. ) ASSEMBLIES — LM. CRIES LTD 09-030 GRAVING No SHEET 11 OFIS 114 LINUHUCI9CIV 1 LC i MIL NOTE1 SURFACE BOLT MANUFACTURER-HAGER MODEL #275D MATERIAL -STEEL FINISH US26D 21 8" #275D H (1) or SEE DETAIL 'A' n ° r-#10-24x1 1/2' THRU BOLT i---�-1° Max. --I �--175 In 21 SURFACE B❑LT Tor 3 ❑ #10-24 X 1-1/2 FTHRU-BOLTS w IF me] H #10-24 X 1-1/2 LiTFi -BQLTS PRODUCTRENEW D Ra e0mPIAR9 with the Ftei is guiding Cede Acceptance No � EEplrott0¢DateMind va0e product —couw ., . gy 1Sk. PRODUCT REVISE 41 dk18 Qonpl�a the E'Ioridu > p�:• q 03 23 010 ask, .. Cl1�,K Dittision CO1 10' '� \V-CDNCRETE C. MAX, REQUIRED TYPICAL'SECTI❑N FLORIDA BUILDING CODE (HIGH 1VELOCfIN HURRICANE ZONE) ®soon VLTE00 INC, (F.uciMM"' DOUBLE & SINGLE SERIFS 5518 OUTSWING COMMERCIAL iDRAWN BY: GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES "AS 16 CAGE GALVANNEAL OR STAINLESS STEEL FRAME L.C. uru ruencern !. rr Am. A45FLI9LIES ILIECO spa. STING & ENOINEERINO CON ylb aY. sla ma ypf: (malan 1807S-Ta'R� r !aa$an-ram , ra. (Ja. j 44I67 rent fern 109-030 DRAWING No SHEET le OF 19 1111Ao M rl R1t n VARIES WITH DOOR WIDTH 0.5625—II-0.0570 MIN. to � fl n Ii8•0 FOR �I-1,8125-I SPOT WELDS 3 - 0,3125 X 0.8750 (TYP,) ELEVATI❑N OBROUND 0,8750 3,0000 TYPO �-0,5625 TYP1,0000 go. FNT Op SURFACE CLOSER_1Z 1 12.2500 �(�ns FASTENING SLOTS TYP, PLAN 26 DOOR TOP AND BOTTOM. TYPICAL END CHANNEL DETAIL MATERIALI, 16 GAUGE (0,057) MINIMUM GALVANNEAL STEEL OR STAINLESS STEEL DOOR TOP D CHANNEL ® DOOR SURFACE CLOSER REINFORCEMENT CLIPPED TO DOOR AT TOP EDGE • DOOR SURFACE CLOSER & END CHANNEL ASSEMBLY E 25 DOOR SURFACE CLOSER REINFORCEMENT !!TAIL FLORIDA BUILDING CODE (B 52000 flUEC01NC. (ENONQAINO DOUBLE & SINGLE SERIES LS18 C GALVANNEAL OR STAINLESS STEEL 16 CAGE GALVANNEAL OR STAR FLUSH, EMBOSSED & GLAZED L E C Q I Nc. DAYBAR INDUSTI 1238 AEROW000 OM 5111NG R' ENGINEERING COMPANY N5955AUCA.ON A(am, UrZ�1 r rEMaalen-rd]r I WWWe1.O8A0Y.BMCAFNAOOMA t1n•cOacol.com - TEL 005 W-e000 FAX; 80; PRODUCTRENIRWO os complying with the Florida Raiding, CoAe Acceptance No 0 05 Expiration Datez�- ^• Dy I1. U,,..I� Miami Dade PIodBMContia/ VELOCITY HURRICANE :ZON 9NG COMMERCIAL. SERIES "AS DRAWNI BY1 STEEL FRAME L.C. IBLIES - L.M. 5 LTD 3!„roB 09-030 DRAWING INo SKEET 13 OF 19 L-mm v Ln 00 CO I DE—TAILL A SNAP IN CHANNEL EXACT 35,750' FOR 36" DOOR WIDTH EXACT 47.7500 FOR 48" DOOR WIDTH (VARIES WITH DOOR WIDTH) STANDARD TOP CAP MATERIAL, 20 GA GALVANNEAL STEEL ASTM A-653, A-60 OR STAINLESS STEEL FOR BOTH PIECES, INSTALLATION OPTIONS, (A) CAULK AND PRESSFIT (B) CAULK, PRESSFIT AND TACK WELD (JHDAINICI DET ASSEMBLY (ISOMETRIC) (SNAP IN CHANNEL WITH TOP CAP) 35.750' TOP PLATE FOR 36" DOOR WIDTH --{ 47.750' TOP PLATE FOR 48" DOOR WIDTH 3° I (VARIES WITH DOOR WIDTH) 34,125' SNAP IN CHANNEL 00 46.1250 SNAP IN CHANNI FOR 48' DOOR WIDTH T TOP CAP CHANNEL VIEW B 2'8 DOOR SNAP IN TL= w- ILIECO ma. TOP CAP CHANNEL AND CAP PLATE ARE RESISTANCE SP❑TWELDED ON COMMON CENTER LINE, (4 — 5 PLACES) 0.7500" AIL FLORIDA BUILDING CODE PRODUCTREVISED as wmply'ng with the Florid;) BuiMIng Code Aocaptnnce No 9 -0 ?2-j, 2( Pimtio4 Date 3O gr l 5 6 LAs t' � 1<'llmni Dade duel ConnOl Div"';"' VELOCITY HURRICANE ZONE,' INC COMMERCIAL W/ SERIES -AS" DRAWN BY: STEEL FRAME LG. IBUES — L.M. LTD 3/11/09 DATE 09-030 M04 DRAWING Na OIiCET10N NR SWEET 14 OF 19 3.500 vi 7313 r o 0 0 D] �----- 4.750 -- ELEVATION 4,750 3,500 tV 0,313 01688 #12-24 SCREW mm (3) 1/8°D - PROJECTION DOOR EDGE WELDS MOUNTING TAB 14 GA (0,074) MIN GALVANNEAL STEEL OR STAINLESS STEEL \-GAGE 14 (0.074) MINIMUM RP REINFORCING SAME AS 486. LESS LOCK CLIP & MOUNTING TABS, GLUE W /CONTACT ADHESIVE TO DOOR FACE 0 In N cs LOCK CLIP-18GA MIN, ONLY VALID ASSEMBLY WHERE APPLICABLE PLAN MATERIALI ALL GALVANNEAL STEEL OR STAINLESS STEEL @3 NSI #A1151 #86 MORTISE LOCK 1 /RIM PANIC 11 REINF❑RCING (0,045) FOR 1,687 VIEW X VIEW X PLAN 3D VIEW MATERIALI 14 GAUGE (0,074) MINIMUM GALVANNEAL STEEL OR STAINLESS STEEL, GLUED TO DOOR AT HEAD & SILL USING HEMILBOND 8320-1 CONTACT ADHESIVE. 18 DOOR SURFACE BOLT REINFORCING DETAIL ILIECO ima. � tt 0.625 0.343 I It N 0 0 cu ld m 1,250 c 0 N I 0 In (U 0 0,134 0,110 f0 4 1/2# HINGE BAR REINFORCING FOR DOOR MATERIALI 8 GAUGE GALVANNEAL STEEL OR STAINLESS STEEL PRODUCT RENEWED Rs eompwng wm the Ftody guiding Code AereptmnmN l . Expire"GA DY mSV�gFj MiamiDfde (bBDld Divixion PRODUCTRBViSED B uFjjZm Cy'n9 ththeFtottd,.: A�PDmcallo -03� 2� 0p� 20'l10 1��� hQEmudDe tConnol Dh�:S:n., FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE OR STAINLESS STEEL DOOR W/ SERIES "AS" DRAWN BY: GALVANNEAL OR STAINLESS STEEL FRAME Lc. MBOSSED & 4LAZED ASSEMBLIES - L.M. BAR INDUSTRIES LTD 3111109 09-030 DRAWING Na SHEET 15 OF 19 - -m REINFORCING LOOP 2.365 2,64 �ti In 0.20 N 0,6 o 1 0.390 In 0 I CD 77 �p 2� BARREL SUPPORT $ARREL MAT: 0.035 SATIN COAT SUPPORT STEEL OR STAINLESS STEEL 00 � 2,632 co a 4TO o = VIEW R 00�o ti SUIT 8/32UNC THREAD (4) 1/1600 #161 EDGE REINFORCING PR❑JECTION MAT: 0.078 SATINCOAT STEEL OR WELDS STAINLESS STEEL 2, —I- I24 #161 CYLIN REIN cs SECTION THROUGH EDGE REINFORCING el u� r\ c 6 0 0 CD VI EW X REINFORCING LOOP MAT: 0.035 SATIN COAT STEEL OR STAINLESS STEEL PRODUCTREV� Building ode the Flarida AGeeptance No —O 3?3.21 �IPi,stioaDate OIO not Control DE FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE )2009 9LTEN INC, (EN MINNG) DOUBLE" & SINGLE SERIES LS1B OUTSWING COMMERCIAL GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES "AS' DRAWN BY: 16 GAGE GALVANNEAL OR STAINLESS S EEL FRAME L.G. FLUSH, EMBOSSED & GLAZED ASSEMBLIES — L.M. L EC tNa. DAYBAR INDUSTRIES LTD 3/11/09 123e AEACNODD DfdYE� - W5515StUW,Dti DATE STING & ENGINEERING COMPANY f. 5f sa 30$ HRG?!G IN$ R. ,urea tJ�1en twi "0ulnr-,m, UW IB9, CAWDA 09-030 e-mall: tineC000aLGe/n wWx,GaenN.eGa TEL 005 e25-9000 FAX' 9G9 e25-4204 DRAWING No I¢v. w AVKA wn oa[ Ixr. w owcuvrox EB-0006719 WAL71W A RLLR Jr. P.E I o co-IIG a/11/oa a SHEET 16 OF 19 FLGRA4 LPo. j 44167 a a 1,5000 CONCRETE BLOCK POURED CONCRETE OR WALL REWD GROUTED CONCRETE BLOCK WALL REQ'D. d f-JAMBO a. 8 d I- GROUT rMwa REQUIRED TO BE WOOD MAX. 1/s' W/ G = 0'55 SHIM SPACE (SPECIFIC GRAVITY) /@ (SEE SHEET 18) T - 101 3' IMIN a O ED .a a SP13T WELDS a. 4 I d .d CONTINUOUS 1 ` a 1 JAMB ULK BOTH o ° SIDES (TYP,) CONTINUOUS CAULK 2 1/4' L BOTH SIDES (TYP.) 4' MIN MORTAR MIN JOINT 8 3/8" x 5" FLAT HEAD STEEL �6 MASONRY WIRE AN HORS IN HORIZ. MORTAR UCAN-SLEEVE ANCHOR JJOINTS; FILL JAMBS U1 SOLID WITH GROUT PER W/ 2 1 /4" MIN. EMBEDMENT. TMCOMPRESSION STRENGTH OF2.5 K91 (SEE SHEET DETAIL # 22 DETAIL #21 INSTALLATI❑N OF UCAN WIRE ANCHOR© SLEEVE ANCHORS roTO INSTALLATION T❑ MASONRY WALLS EQ. MAX 1/4' MASONRY WALLS SHIM SPACE MIN. DOUBLE 2'x4' WOOD STRUCTURAL STEEL � STUDS REQ'D W/ G - 0.55 CHANNEL, W/ MIN. -� (SPECIFIC GRAVITY) :t/R" Twr..r WWA 0,514� � .4601�AMB 1D i--1,875 II liblimmmIlm J (4) #8 W/ 1-1/4" MIN. THREADED PENETRATION F.H. WOOD SCREWS PER ANCHOR 1/2" MIN, GYPSUM WALL BOARD OR PLYWOOD t0,625 a CUPIN STUD ANCHOR (SEE SHEET 18) 2'x8' WOOD STUDS REQUIRED TO BE WOOD TO SHEATHING REO'D, W/ G = 0.55 MAX. 1/8' (SPECIFIC GRAVITY)\ irSHIM SPACE �� (SEE SHEET. 18) EQ, x SPOT WELDS 0 EQ, CONTINUOUS CAULK H SIDES (TYP.) 3 8 X9 6 WOOD SCREW LAG BOLT n ALL AROUND r--JAMB 10i aru I STRUCTURAL STEEL 'WELDS CHANNEL, W/ MIN. 1/4" THICK WEB 2'xS' WOOD STUDS TO SHEATHING REWD, MAX. 1/4' irSHIM SPACE (SEE SHEET 18) E SPOT WELDS JAMB CONTINUOUS CAULK BOTH SIDES (TYP.) 3/8'-16 X 6' STEEL RRIAGE BOLT W/ NUT AND WASHER, FACE!!(ELDS 0AND (1R9)T GE S OCONE II 1/8 3/8'-12" O.C. LA _IN BETWEEN ALL AROUND JAMB OR HEAD 01 P"DUCTRENI as complying wits WELD ON INSTALLATION YFAS BuidingCode FOLLOWS: Acceptanca No /C TOP & BOTTOM OF E2plydtlon Dn9A MBS AND ®12" 0. C.EREAFTER AD NT NA NE 11 � AROUND DETAIL G INSTALLATI C.� 1'iA 1 i Pf !200 PRODUCE RBVISED us complying WIIi1 the Florida Building Code Acceptance No O3 ?10 . 2( fixpiretion Date OIO _~c�. mland Diwv6n aLbnfrol FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) .2009 TRTIM0 NO, (ENWEEWNO) DOUBLE & SINGLE SERIES LS1S OUTSWING COMMERCIAL GALVANNEAL OR STAINLESS STEEL POOR W/ SERIES "ASO MWN BY: 16 DADE GALVANNEAL OR STAINLESS STEEL FRAME LC. �- FLUSH, EMBOSSED & GLAZED ASSEMBLIES - L.M. DAYBAR INDUSTRIES LTD 3/11/cs L E C C iIae. 1235 AMWMD Df" MIa5155AU0AON DATE SPNO & ENO7NEERfNC COMPANY h Sfo Sh J07. MOM GA000 A JM65 (JOJ)57r-I&V. Aar, (.me)en-rSJr L4W iB2. MAOA WMI)AYINR.cOM 09-030 e-me9.• h7fecaDooL0om TELL 905 625-5000 FAX: 905 e25-4204 DRAWING No RN. Xe eRcmIRCX Gin RN. W OOCWIIIGX p1R EB-0006719 WOA. NL, Jr. PC as c5-110 J/u/aR a SHEET 17 OF 19 FLORIDAFR/Ue. ;( 44167 (9)WIRE ANCHOR FOR DETAIL #21/17 STEEL WIRE ANCHORS (0.157" DIA, 9 1/2" LONG) IN HORIZ. Fu Min.=95.9 Ksi, Fy Min.=40.2 Ksi LEAF TO SNAP \ ANOTHER PIECE u7 n LEAF TO SNAP ANOTHER PIECE �b 3/32 x 1/2 HOLES �\ TO PERMIT SNAP TO ANOTHER PIECE .ti 4 lib 9 '0 l�c_ ti 70 z--er ANCHOR FOR DETAIL *20/17 CUPIN STUD ANCHOR MATERIAL; GAUGE 20 (0.035) ASTM A-653, A-60 GALVANNEALED STEEL. Lj i? 2,000 0.750 V A5° (2) 1/8'0 SPOT WELDING HOLES 12g5 2p00� Lo in v ON Z�Ora;I'- I --j 1.250 6,750 ® EMA BUTTERFLY ANCHOR (PART #PTi-008) FOR DETAILS 22/17, 22A/1722B/17 & 23A/17 IL1ECO sae. MATERIAU IS GA SATIN COAT PRODUCTRENEWED as complying with the ftloclda Dulding Code Acceptnnce No 'd Fapirsdon Da t,�� a a MiamiBado RrodustCoDw Division PRODUC17REVISED as complying with the Florida Building Code AcceptancaN -0 73.2� Gxpiretion Data O f 0 101wsfon a CDiroGI FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE STAINLESS STEEL DOOR ea — LTD DRAWN BY: LG. 09-030 DRAWING No SHEET IS OF 19 UTI I nEr UATroaA.I c, ITEM QTY DESCRIPTION MATERIAL SIZE AND SPEC'S 1 1 IG GAUGE JAMB/ HEAD FRAME SERIES 'AS' W GAUGE .058 MINIMUM, ALL COMPONENTS OF THIS ITEM, le,, HEAD, JAMBS, 5 3/4' DEPTH X 2' FACE X MIN THICK (SEE SHEET 9h REINFORCEMENTS AND ANCHORS ARE COMMERCIAL. GALVANIZED STEEL (TYPE B), ASTM .058' A653/AG53M, COATING DESIGNATION A40, KNOWN COMMERCIALLY AS PAINTABLE GALVANNEAL W/ MIN. TENSILE STRENGTH 52 KSI, MINI YIELD STRENGTH 45 KSI, ELONGATION 40X OR STAINLESS STEEL" _IA 1 16 GAUGE OPTIONAL HEAD FRAME SERIES -AS- SAME AS ITEM 1 - 5 3/4' DEPTH X 4 3/B' FACE X .058' MIN THICK (SEE SHEET 9) 1B D SURFACE STRIKE REINFORCING 12 GAGE GALVANNEAL STEEL OR STAINLESS STEEL" 12 GAGE (0,097' MIN.) x 1.500' x 11,875' LONG, SEE DETAIL ON SHEET 9. 2 1 18 GAUGE FLUSH/EMBOSSED DOOR COMMERCIAL W/ CORE B® 18 GAUGE .045 MINIMUM. ALL COMPONENTS OF THIS .ITEM, Le. FACE SHEETS, INTERNAL 1 3/4' THICK X (,045 MIN), SEE SHEET 4, 5, 6 & 7, COMPONENTS AND REINFORCEMENTS ARE GALVANIZED STEEL CONFORMING TO ASTM - - - A924, TO ASTM A653/A653M, COMMERCIAL STEEL (TYPE B), COATING DESIGNATION A40, KNOWN COMMERCIALLY AS PAINTABLE GALVANNEAL W/TENSILE STRENGTH 60 KSI, AND YIELD STRENGTH MIN, 45 KSI, ELONGATION 40% OR STAINLESS STEEL' 3 3 8 GAUGE DOOR HINGE REINFORCING GALVANNEAL STEEL OR STAINLESS STEEL" 1 1/4' X 10' X B GAUGE 4 3 8 GAUGE FRANC HINGE REINFORCING GALVANNEAL STEEL OR STAINLESS STEEL" 1 1/2' X 8 3/4' X 8 GAUGE 5 1' STRIKE REINFORCING (FRAME) GALVANNEAL STEEL OR STAINLESS STEEL" 7 5/16' X 14 GAUGE (A72 MIN) 6 AS'. REQ'D WIRE MASONRY FRAME ANCHORS STEEL W/ MIN. YIELD STRENGTH - 4&2Ks1 AND HIM. TENSILE STRENGTH - 95.9 Ksl G X 0I57' MIN. DIAMETER. 7 AS RFJi'D CLIPIN STUD ANCHORS (2 PIECE COMBINATION) STEEL, ASTM A-653, A-60 GALVANNEAL 5 5/8' X 20 GAUGE (.035 MINI W/ (4)R8 X 1 5/8' WOW SCREWS 7A AS REDID EMA BUTTERFLY ANCHOR (PART IIPTl=008) STEEL STEEL SATIN COAT, Wt-SLEEVE 8 AS RER'D EMA ANCHOR BOLTS - - STEEL, W/ Fy = 45,000 psL STEEL UCAN-SLEEVE ANCHOR 9 AS'REQiD WOOD SCREW LAG BOLT STEEL, W/ Fy - 45,000 psi. 9A AS IREQD CARRIAGE ANCHOR BOLT - STEEL, W/ Fy - 45,000 psi 6' STEEL CARRIAGE BOLT C/W NUT AND WASHER,!PER'. 'ASTM A-307 9B AS IREQO) FM. M.S. TO STEEL CHANNEL THROUGH BOLTING - STEEL, W/ Fy = 45,000 psL - 3/8' X 3 1/2' STEEL F.H. N.S., PER ASTM A-307 9C AS IREO!D STEEL CHANNEL WELDING 60XX ELECTRODE FOR GALVANNEAL STEEL,E-3138�ELECTR13DES FOR STAINLESS STEEL WELD ON INSTALLATION, MIN, 1/8'x3/8' STITCH WELD 10 3 HINGES-HAGER B111279, EB1168HD OR STANLEY FBB179, FBB168 STEEL 4.5' X 4,5' STANDARD WEIGHT (.134 THICK), ATTACHED TO FRAME'W/(4) 12-244/2' FHMS, II 1 RIM EXIT, VON DUPRIN 98/99L X CYC:X TRIM W/ 499 STRIKE PLATE AS PER MANUFACTURER'S CATALOG RIM EXIT ATTACHED TO DOOR W/(4) 1/4-204' MS. (2) STRIKE PLATES EA. MULLION 12 1 MORTISE LOCKI SCHALGE-1-9000 SERIES, W/ DEAD BOLT AS PER MANUFACTURER'S CATALOG - MORTISE LOCK ATTACHED W/(2) 012-24xl/8' BREWS. 13 :1- CYLINDRICAL LOCKi - SCHLAGE D SERIES, AS PER MANUFACTURER'S CATALOG ATTACHED ID STRIKE PLATE W/42) 12-24xl/2' SCREWS. 14 0. DEAD BOLT - SCHLAGE H SERIES - AS PER MANUFACTURER'S CATALOG D TO STRIKE PLATE W/(2) 8-32x1/2' SCREWS - - 15 1 VON DUPRIN R9954 REMOVABLE MULLION 0125' THICK A 500 GRADE B STEEL TO 499 STRIKE PLATE WITH <8) 5/16'0-18x1'G<INJ MACHINE SCREWS. 15A I WEATHER STRIP (NATIONAL GUARD PRODUCTS M12ONA) - NEOPRENE WITH DOUBLE ROW 13- #6x1/2' SMS SCREWS 8 P FROMI EACH END AND 4' O.C, RILLED BY MANUFACTURER) 16 1 THRESHOLD 4NATIONAL GUARD PRODUCTS 10950NA) EXTRUDED ALUMINUM <6063-TS ALLOY) ESECURMWITH 0' x 0480' THICK, ATTACHED TO SLAB W/ 3/16'x 1 3/4'IF, R. TAPCON ANCHORS ' MIN. EMBEDMENT LOCATED B 2 3/4' FROM EACH END AND 10' 0. C. 17 1 4 1/2' HINGE BAR REINFORCING FOR'DOOR GALVANNEAL STEEL GR STAINLESS STEW 10' x 0.134' MIN. THICK 18 1 DOOR SURFACE BOLT REINFORCING - GALVANNEAL STEEL OR STAINLESS STEEIP (0.0749 x 1,68T x 3.500' x 9A00' LONG, - 19 AS REQ'D 3/8' LEXAN VISION LITE - AS PER MANUFACTURER (DAYBAR INDUSTRIES, LTD) SEE SHEET 8 FOR DETAILS & COMPONENTS ' AS'REQ'D I/V LEXAN VLF-EZ-IG VISION LITE - AS PER MANUFACTURER <AIR LOUVERS, INC. SEE SHEET 8 FOR DETAILS & COMPONENTS0.75' r20 ICELL THICK EXPANDED POLYSTYRENEMMOR CORE OR 3/4' PAPER HONEYCOMB, 0.75' THICK DOOR CORD EXPANDED POLYSTYRENE SOLID SLAB RIGID BOARD TYPE 1. BONDED TO FACE SHEET WITH CONTACT ADHESIVE HELMIBOND 8 8320-1 PCF CONFORMING TO ASTM C579 BY APACHE PRODUCTS .WITH CURRENT NOA DADE APPLICATION RATE OF 7 GRAMS PER SQUARE FOOT ON ALL CORES COUNTY APPROVAL OR 3/4' CELL PAPER HONEYCOMB; 21 4 8' LONG N 275 D 14AGER SURFACE BOLT STEEL W/ US2611 FINISH ENGAGED TO THE DOOR AT TOP AND BOTTOM TO HEADER & THRESHOLD RESPECTIVELY FASTENED TO DOOR W/ (4) N10-24 x 1 1/2' THRU BOLT EACH -CONNECTION. 22 AS REQ1 TAPCON ANCHORS STEEL 3/16' x 1 3/4' 23 D MORTISE LOCK AND RIM PANIC DEVICE REINFORCEMENT 0,074' MIN. THICK GALVANNEAL STEEL OR STAINLESS STEEL" SEE SHEET 15 FOR SUBCONJUNTS rkopucrpxviqm 24 L 0161 CYLINDRICAL LOCK AND DEAD BOLT REINFORCEMENT SATIN COAT STEEL OR STAINLESS STEEL" SEE SHEET 16 FOR DETAILS n eetppbkg wNR W 118r(d11 25 '1 DOUR DOOR SURFACE CLOSER REINFORCEMENT 0,074' MI(. THICK GALVANNEAL STEEL OR STAINLESS STEEL" 14 GAGE (0.074' MIN,) x 3 1/2' x 1.6875 x 16.250' LONG, d-63z3.21 26 11. DOOR TOP/ BOTTOM END CHANNEL 16 GAGE GALVANNEAL STEEL OR STAINLESS STEEL" 16 GAGE (0,057' MIN.) x 1.8125' x 1.4373. � —20/p 27 Il 'Z' ASTRAGAL - 0.07S' MIN. THICK A 500 GRADE B GALVANNEAL STEEL OR STAINLESS STEEL" 0.075' MIN. THICK x 2,00' x (2)0,685' x 84' LONG. w 28 -0 DOOR SNAP IN TOP CAP 20 GAGE GALVANNEAL STEEL ASTM A-653, A-60 OR STAINLESS STEEL" SEE SHEET 14 FOR SIZES 7 29 WS7REQTj CAULKING GE SILICONE II N/A 30 JAS.REQD 995 DOW CORNING STRUCTURAL SILICONE N/A AISI 304 SERIES STAINLESS STEEL WITH Fy =45,75 Ksl- AND Fu= 101,38 Ksl ffli='' FLORIDA BUILDING- CODE (HIGH VELOCITY HURRICANE ZON INC. (eONWINO) DOUBLE k SINGLESERIES LSiS OUTSWING COMMERCIAL DRAWN BY: GALVANNEAL OR'STAINLESS STEEL DOOR W/ SERIES 'AS 18 GAGE GALVANNEAL OR STAINLESS STEEL FRAME i LG. ILIECO me. a.71-t I ` +w vnan.: ( ram tnn rug w.cw9un 09-030mn e-mCR. t TEL• 907'845-8000 FAX:0 6I5-I204 DRAWING Nb£8-0006719, i W. x 11 "n _ Ia.. ft angonox I wg WALT£R A RLLI( Jr. P.C.t FLORIDA Lie. / 44167 r—T OLD 0-710 �, a It e I . . 1—T BMEer i9 DF 19