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Product Approval
MIAMI.IDADE bIIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOINIIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) www.miainicintle,Qov/economy Daybar Industries Limited 50 West Drive Brampton, Ontario,Canada L6T2J4 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials,The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted mangier, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"LS-18"Outswing Commercial Steel(Galvanneal or Stainless)Doors w/16 ga Frames &w/wo Panic Exit Device-LM Lnpact APPROVAL DOCUMENT: Drawing No"1210 Rev 1",titled"Double&Single LS 18 Outswing Commercial Galvanneal or Stainless Steel Doors w/Series"AS"16 ga Steel frames",sheets 1 through 3,3A and 4 thru 19 of 19 prepared by Tilteco tic, dated MAR 22,2012,signed and sealed by Walter A.Tillit Jr. ,P.E., bearing the Miami- Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1.Glazed vision lites are limited per sheet 8. 2, Min edge distance required£or ITW 3/16"Tapcon(item#22) is 2-5/8"and for Power 5/16-18 caulk-in anchor is 3-3/4". LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,Brampton,Ontario and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no char age in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and fol loved by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shal I be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 12-0216.08 and consists of.tliis page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I, Clianda,P.E. NOA No.15-0123.02 QM[AWWWADEOExpiration Date: April 07,2016 Approval Date: April 23,2015 JJ Page 1 th Daybar Industries Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturers parts and sections drawings (Submitted under files 012-0216.08/#10-0217.05). 2. Drawing.No"1210 Rev 1",titled "Double & Single LS18 Outswing Commercial Galvanneal or Stainless Steel Doors w/Series"AS"16 ga Steel frames", sheets 1 through 3, 3A and 4 thnut 19 of 19 prepared by Tilteco Inc, dated MAR 22, 2012, signed and sealed by Walter A. Tillit Tr,,P.E. B. TESTS (Submitted under files#12-0216.08/4 10-0217.05/#09-0323.21) Original test conducted per SFBC PA 201,202 and 203-94, now termed as TAS 201, 202 and 203-94. 1. Test reports on 1)Air Infiltration Test,per FBC, TAS 202-94 (except sp#7 louver) 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistant Test,per FBC,TAS 202-94 (except sp#7 louver) 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked-up drawings and installation diagram of outswing steel door,prepared by Hurricane Testing Laboratory,LLC,Test Report No.HTL-0279-0719-03 dated 07-16 thru 08-18-2003 for specimen 1,2, 3, 7& 7EMB, signed and sealed by Vinu J.Abraham,P.E. Note:The above test report has been revised with addendum letters dated Dec 16;2004 and a revised marked-up drawing issued on 12-15-2004 by Fenestration testing lab, signed and sealed by Vinu J.Abraham,P.E. C. CALCULATIONS 1. Anchor Verification Calculations, complying w/FBC-2007, dated 02-01-10,prepared by Tilteco, Inc., signed and sealed by Walter A.Tillit Jr.,P. E. (Submitted under files#12-0216.08/# 10- 0217.05). D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Tensile Test report No. Job#0279-0719-03, dated March 02,2004, issued by Q C Metallurgical, Inc,per ASTME-8,signed &sealed by Frank E. Grate,P.E.(transferred from file# 10-0217.05) 2. Notice of Acceptance No. 11-0920.07 issued to Dyplast Product, LLC (Former Apache Products Company) for"EPS-Expanded Polystyrene Insulation",expiring on 01/11/17. 3. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastic (Former G.E.Plastic) for "Lexan Sheet Product",expiring on 07/17/2013. F. STATEMENTS 1. Statement letter of compliance to FBC-2010 and renewal with"No change, dated JAN 14,2015, issued by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P. E. 2. Statement letter of compliance to FBC-2007, dated January 29,2010, signed and sealed by Walter A. Tillit Jr., P.E. (submitted under File it 10-0217.04) 3. Facsimile correspondence dtd Nov. 14,2005 from DAYBAR,requesting substitution of Stainless Steel in lieu of Galvanneal Steel&BCCO response dated 11/23/05, 4. Statement letter dated April 09, 2015,issued by Certified Testing lab, for re-test contract, signed by Jim Blakely. G. OTHER 1. This NOA,conditionally renews NOA#12-0216.08,for one year, subjected to re-test,until 04/22/16. 2. Manufacturer/Distributor agreement between Daybar Industries Limited, Canada and Daybar Southeast Service Center,Key Largo,USA, signed by Mark Dodson and Bob Wolfe,respective officials of the companies. (Original in file#11-0520.06). �� ' Ishaq 1.Chanda,P.E. Product Control Examiner NOA No. 15-0123.02 Expiration Date: April 07,2016 Approval Date: April 23,2015 E-1 GENERAL NOTES AND SPECIFICATIONS: 1.DOUBLE&SINGLE SERIFS LEIS FLUSH/EMBOSSED CUTSWING COMMERCIAL STEEL DOOR W/SERIES W FRAME. SHEETS CONTENT: SHOWN ON THIS PRODUCT APPROVAL DOCUMENT(PAD,HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 2007 4'2010 EDITIONS OF THE FLORIDA BULLRING CODE.DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES' , SHEET'#I INDEX, COVER-SHEET & GENERAL NOTES' DESIGN.WIND.LOADS SHALL BE DETERMINED AS PER SECTIONS 1020 OF THE ABOVE MENTIONED CODES,USING SHEET #2 ASSEMBLY ELEVATIONS No 1, 2, 3. ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 FBC&ASCE 7-10 FOR INSTALLATIONS UNDER 2010 SHEET #3 ASSEMBLY ELEVATIONS No 7, 7-EMB. FBC AND SHALL NOT EXCEED THE MAXIMUM(ASA.)CE9GN PRESSURE RATINGS INDICATED ON SHEETS 2,3&3A RT IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL SHEET #3A MAX:DESIGN PRESSURE RATING (psf.) SCHEDULE, BE FIRST REDUCED TO ASD.DEMON WINO LOADS.BY MULTIPLYING THEA BY 0.0 IN ORDER TO COMPARE THESE SHEEP:#4 OPTIONAL EMBOSSED DOOR SHEET CONFIGURATIONS. W/MAX.(A,S.D.)DESIGN PRESSURE RATINGS DIDICATED DN SHEETS 2,3&3A SHEET #5 HORIZONTAL SHIS ECTIONS A-A & B-B. T .DOOR'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1020 OF THE n ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201•TAS-202,TAS-203 AS PER HIL LAB REPORT V279-0719-03 SHEET #6.HORIZONTAL SECTIONS C-C & C'-C'. AND AS•PER SUBMITTED STRUCTURAL CALCULATIONS,PERFORMED AS PER SECTIONS TB12&1015 OF 1HE FLORIDA SHEET #7 VERTICAL SECTIONS D-D, E. F, G; H, I AND HORIZONTAL SECTION J-J BUILDING CODE 2007&2010 EDITIONS.RESPECTIVELY. SHEET.#8 DAYBAR &"AIR LOUVERS VISION LITE DETAILS.. 2.ALL COMPONENTS SHALL BE AS SPECIFIED ow APPLICABLE DETAIL SHEETS AND AT BILL OF MATERIALS(SHEET 19) SHEET #9 FRAME SECTIONS, & REINFORCINGS DETAILS AND THRESHOLD DETAIL OF TICS DRAWING SHEET #10 TYPICAL DOOR SECTION,."Z" ASTRAGAL & ASA STRIKE REINFORCING 3.COMPLIANCE OF EGRESS/ESCAPE REqueiEMENTS of THESE DOORS PER FBC TO BE DETERMINED BY BUILDING SHEET #11 MULLION INSTALLATION DETAILS, OFFICIALS ON A CASE-BY-CASE BgSIS, SHEET #12--SURFACE BOLT INSTALLATION AND DETAILS. 4,•ALL SCREWS USED FOR ASSEMBLY CONNECTIONS(METAL TO METAL TO BE STAINLESS STEEL 304 OR 310 A1SI SERIFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER 0 50010 WTIN 50 kc1 YIELD POINT AND 90 Mei SHEET #13 DOOR TOP AND BOTTOM TYPICAL END CHANNEL DETAIL, TENSI E'STRENGRI&SNALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.13.4. DOOR SURFACE CLOSER REINFORCEMENT DETAIL. S.ALL WELDING TO CONFORM w/AaAfRICAN WELDING SOCIETY A.W.S.0.1a REGULATIONSa+D D-19.0 REGULATIONS EBOxx DDDR SURFACE CLOSER AND END CHANNEL ASSEMBLY. ELECTRODES;FOR GALVANNEAL MATERLAL,AND w/AMERICAN WELDING SOCIETY A.W.S.D.1.5 REGULATIONS W/E-300 SHEET #14 DOOR SNAP IN TOP CAP-DETAILS. ELECTRODES(N:BOR.O.I,FOR STAINLESS STEEL MATERIAL SHEET #155 HINGE BAR REINFORCING FOR DOOR. B.ALL ANCHORS FOR DOOR FRAME CONNECTIONS TO EXISTING STRUCTURE SHALL BE AS SPECIFIED ON SHEET 17 OF ANSI #A115,1 #86 MORTISE LOCK/RIM PANIC'REINFORCING THIS DRAWING. DOOR SURFACE BOLT REINFORCING DETAIL. MAXIMUM ANCHORS SPACINGS SHALL BE AS PER SCHEDULE ON SHEET 1e Mo ELEVATIONS ON SHEETS 2&3 OF THIS DRAWING.SEE SHEET 2,3&7 FOR THRESHOLD ANCHORS,AND SHEET I I FOR MULLION ANCHORS. ' SHEET #16 #161 CYUNDRICAL LOCK AND DEAD BOLT REINFORCEMENT DETAIL. PROVIDE MAX.Lao BFAMNO SHIM SPACE As INDICATED ON SHEETS B.B•7& 17 OF 19. SHEET #17 ANCHOR DETAILS. SHEET #1'8 ANCHOR SCHEDULE. B:THIc DDDR WILL NOT REOUIRF A HURRICANE PROTECTION DEVICE WIRE ANCHOR DETAIL. B,THESE DOOR ASSEMBUES ARE APPROVED FOR WATER AND AIR WFILTRA71ON AS PER TESTING INDICATED ON NOTE I, 2 PIECE COMBINATION STUD ANCHOR DETAIL. AND SHALL BE UNITED TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2.3&3A EMA BUTTERFLY ANCHOR DETAIL. 1G.PROVIDE SPECIFIED SEALANT AT ALL DOOR FRAME.THRESHOLD AND VISION LITE COMPONENTS INDICATED ON SHEET #19 BILL OF MATERIALS. THIS DRAWING. 11.(d)THIS PRODUCT APPROVAL DOCUMENT(PAD.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,I. WHERE THE SITE CONDTTIONS'DEVMTE FROM THE P.A.G. (0)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT,BASED ON IRIS PAD.,PROVIDED HE/SHE.DOES NOT OEVIA7E FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SRF 15 THE CONTRACTOR'S RESPONSIBILITY. (c)THIS PRODUCT APPROVAL DOCUMENT(PAD.)WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. Pd)�MRICIPAD SHALL BEM THE DATE.SEAL AND SION47URE OF THE PROFESSIONAL ENGINEER OF RECORD THAT 1LILIj11ep TILIiT��y RR 12.'.DOOR'S MANUFACTURER LABEL SHALT.BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABEL SHALL READ AS FOLLOWS: 3�AAt1� �EP1$F'P. DAYBAR ILTD DRNt BRAIES L 50 WEST DONE, TD ON CANADA,LOT 2,14. M)AMI-RADE COUNTY PRODUCT CONTROL APPROVED. FLORIDA BUILDING CODE(HIGH VELOCITY HURRICANE ZONE) AADDUCT,LANLWN ®IDAt mrcO xc(alm ns,") DOUBLE&SINGLE•SERIES 1111 OUTSYNIO COMMERCIAL OMwH Of, .. .�'•' IIt f Z ttto�pbl!wML tle flOtLnn /MVOLL�f YtVICYY DALVANNEAL OR SUINLE94 STEEL ODOR W/SERIES'AS Jam. ID� f to WE f1ALVANNEAL OR STUNlCS4 9}[IL FRAME M FSI hk VA AttYE AOR •� C� MUM7 Qedf RUSH DOSSED Y ClA2L9 ASSEMBLIES-LN. I¢'0211,•OS O1 17/12 •. p �IT. eTpndt.D.l. FIS •bily!A»t' E ��. ECO THD. DAYBAR INDUSTRIES LTD DAZE Mti•Aq S D`�U�ecae. ,ot-,'A�mn'E �a n m,tee pit-«..""°1nN 12-010 ..AAtAn t-TRAP fAK'OOaNee,O eRAWHO xo o-moalt ' NMDR A Rauf A:ae excu i or 1e FeORAM 1b. u1n D, I. NrR� F� fo E-1. u,tx µIM�rIN g �uaM"r m�•.� N Im•we,RwE vnM 9 raw nprx- lav xAc rave nnx i�nci•" 1e•xu,LImR V10111 •—/e•x,r.Dopa VIe1M. N¢•xnr.m�'v7n'�A— +e'AAr.omx vlRrx u•xu Rme vinm •—(a IML rope ORM T -N • 2 +� n N U 2 N -I} 1 po 21 a ,Q7 or 9 9 2 gx9 2 � &NY e 1a a l all �® all 6 S Il' ll a S 13 4 a ii qq a e x 2 2 a 4 A le G� A B 21 21 a a� B 2 ti e G ®G © OO Ods 5 3 0�© m®Q RR T®Q# 17 ®oG� or ,q— TYP, TTP. TTP,, ttP, Or 9 ' C' L C' 6i -eaa 2 e II•rw x+r. 26 26 2 ala•LJL LNx. 26 2 2 a Lo•oG wL ere rHUL wL - -u-- , -Ln L]e Ix°w.- ruL' Ix°v, -'Ixli-xu. Mir. -Lre ere la M• IC Ir• La la er, Ln V.LI, I cn ue DJ c; G pSCFNRI Y Y3 ■INTFAIIIR.ELEVATION peSEMALY RI ■INTERIOR Fl FVATIDN (QEBIGt ELEVATI0.N PAIR DF dRSJ(INn MORS PAIR GFOUTSWING BOORS PAIR OF TSVING On ORS yAl 1 L'OND[TIDN 1 VOO➢S_TLIB$ �,1 CONDITIdI MASONRY I8MATION STUD AMHOR(DDETAIL RPO ANCHORS•WIRE DETAIL X21 ANfYILIRS,EMA E.ISTIh� 'G MAeR4RY ANCIInR nET.¢P? pR CARRIAC•E ADLT FNA(n T.Y AI DR VIInH-,$GBEl( VON SrH-D SERI c CYI 1Nn0.1 A OCA(Q�1SCH-p SERIF=TIEAn Ad.T Ar R"T AT PIJTHRSIIAn R 11 7Hp S IRFpLT' A,.DI (T 'piiON}AL $ gp ,V/m'aA Ad.T ILEO) 4 1/2'HAGER NOy�y=RyyA,y „F...BGLIS (TDP L ADTTnH)AT TVD DOORS PRODUCI"Nh 4r a I/P'cTANLEY MODEL XFABI6B STEEL BUTT HINGE mmptTlP¢r4tA W,I9RHXr VON➢UPRIN 997a AENDVA LE NLx_IR ' flvlAlaL CRJf ••p7, N V/Agp CTR11L •'I•ASTRAGAL A,regaKr BOOR CORE ITEM •F%PANDER P➢LYSTYREME OR HONEYC12MB FDR LNBRI A AND AD ADT STRI r%IOR CnRF EIZPANm'O YSTYp N HONEVCDMA PAPER B,pl. `6 BOOR CORE ;F%PANDEn PDLYSTYNENE DR HDNLCIKE PAPER VISION I ITE MODEL V F- -1. 9 BY AIR I ILMERT,INC_ vISIDN rTr Rnn Ian,C{Z_l0 9 AY AIR O G# .INI' u W/I/R•Lr%AN GLAZING SET NSI W CDRNING tl999 VrcrnN 1T Np➢EI V F-Z-IG 9 AY ATR n/ .INC. ----'--'- "--- TTRUCTnR_AI en 1 nN V/7' 'DDOR GILT-fxlT `•%1/• %Ak n AZIh S T nuV COANLNG•Y995 NARRO ITE(G•xW I'.-' STRUCTURAL!SILI y/12•v IP•nOOR CUT-nuT HpRRO IT •x10•n1J1.).AN➢➢AYBAR VISIGNIITE ® VITN 'A• FXAN,�A2INE•SEi IN BBSLC RNING N99 ('✓1(IYUCF pCYIy¢Y WITH G/B•L[XAN 0.A21NG CET IN ADV RNIHG¢995 - STRix'TI R SILIf:DNE.V/Ij 1/R•r'Iw 1/R•ADOR a•p�AUM(aL� Mq,q"(x, STRUCTURAL SILTCDNF_.V/I 1/D•x 11 1/A•➢GOR (YIT-nLO NARRLIVL)TE Y9_ x _ Di(i i. IaJdRr peUM MAX,A.S.O.DESIGN PRESSURE RATINGS IT-DLI NARRDW�TF i ''T•x�i+•nLna AOY¢".rrLA 2 •0$ fOUTSVING SINGLE L DOUBLE DOORS V/ MAN,A..IX DESIGN PRESSURE RATINGS feglrAL)q+)aie - VON DUPRIN RIM PANIC DEVICES) MAX,ASDL DESIGN PRESSURE RATINGS (WTSWING SINGLE DDDR V/TWO SURFACE BOLTS II POSITIVE +70 PSF fOUTSWING SINGLE DOOR V/TVO SURFACE BOLTS L DOUBLE DOORS V/FOUR SURFACE BOLTS) 4w u-L NEGATIVE -65 PSF- L DOUBLE DOORS V/FOUR SURFACE HOLTSI POSITIVE +60 PSF " PBSITIVE +65 NEGATIVE 1 -67 PSF NEGATIVE 1 .d'' ✓ MpJnA BUILDWC CODE(HIGH VELOCITY HURRICANE ZONE) ASSEMBLY ELEVATIONS # 1.& 3# 1.& 3 . ,`'Is'e.�° sF m°"r°^"�'Pxx °°y,�uLOR3TANLiun'(�DO��°SER10 Ra.Y;Ne*. I6 D/A[IIALVANNEAL DA eTAINLE6S STEEL rAAME LeJA.o. 'SEE SECTIONS ON SHEETS 5, 6 & 7 $ rwsx a¢RsscD a,aLAZIO MSENSUE9-L.N. RVn/Ia ;� IL ECO1Na: DAYBAR;INDUSTRIES LTD DAR - SEE SHEET 3A FOR MAXIMUM A,S,D, DESIGN PRESSURE RATINGI'°9 FI �0 'L� .ALL � "xs 7%,W, ":� .o`..-m, 12-010 SCHEDULE FOR ASSEMBLY COMBINATIONS, O` k �L A.c NL , oaAN"P x, f1 le)r .x,n ,one 40 31V X014 FRAME WIDTH DETAIL 016/940 3/0•MA.FRAME WIDTH EA SIDE 36•HA14 DDDR WIDTH H DETAR 016/9 36''KAK.DOOR WIDTH l2'MA% 1 EA.SIDE 12•�% H • _ 2 B �� 8q•:r Qi9 LITE$ARE PERMITTCO E NBSC'I 7NAi 19E'S IM1UST HAVE XDWITING FLANGE 8x. I NLL FLUSH CONTACT :T VI 1N F41T 1DRTI3N OF DDDR II SEE DETAILS DN SHEET 0/19 19 or 19 I 7-X I , 13 relax E g s 14 4 y L._J ✓?i �5 13 4 8. V a A�: PRODUCT XIF(SIVb 3 4 10 © ��,,R,,`� eWavR�c I.RN6QRPIrIi T". W.aR(weN✓f=d/ZLyGZ J - BF 26 16 I Tf Ie ID•D.e XA%, RACK lup CTS• MAX '�'' Vel I CDNOTTTDN-VFI DFD Hp_T_ eccCHRI Y nT■ NT RIDR EI FVATiDN SINGI E DDDR DUTSVING WALL CDNDITLN-WELDED HOT ('MRI Y W7 EMR-LEER ELEV FLAT HEAD•MACHINE'SCREV:LICK VASHF_R R HUT V/EXA.(RET R23A).fNt FRAME 1 VFI DED P IPED.C.AT 1��Mll AGER MODEL r Rp3p).SC • K WASHER 0.MIN,THIC 4ANNEL FRAME JAMB AND HEADNIT V/'f MA(DET MP�0.) DR FRAHE I V% OEAD'RDLT ➢DDR CIX(E iFYCI]MBPAPLRkMLL �303U(Q RRV10Rp EXAM GLA7ING SET IN 0995 NIT TIAYRA9 \ydq,R c".. tY'MyyM VISION LITE • , MA%.pp$S,,BB DESIGN PRESSURE RATINGS A:IYRnMN 2/L ruRAFFrP' CDUTSWWG•SINGLE DDDRS.WITHOUT SURFACE BOLTS) R•rITRIl..3R« '0 .' - IR441���p.TIWT✓ POSITIVE 463 PSF yM (DUTSWIAE'A.GIN LEDESIGN PRESSURE RATlNGSMORS WITHOUT SURFACE BOLTS) , `L�4t'�r�pENSF�'•9 NEGATIVE -53,3 PSF POSITIVE S65 URFACE Ot^. � FLORIDA BUILDING CODE(I(IGH'-VELOCITY HURRICANE TONE) NEGATIVE -53.3 PSF Sa p/on wmo�n(w�rlwXc7 MM n WNME SERIES LS10 MIMING GOYRERCIAL I ; OALVAI37EAL OR STNI4ES3 STEEL 000'YID SERIES MAS• YF 1R DADE OALVANNUL OR STAIt3LS9 siEEL FRAME W,/AM 6aSEMBLY ELEVATIONS #7 7—EMB oa�oP O�',,6'XN TLD ill.mo3SCD A,CIA=ASSEXDl1IS-I.M. OI/V 1T / IL 9COINo. DAEBAR INDUSTRIES LTD arc SEE SECTIONS ON SHEET 7 ��s...........`SI,SIONAI'�'p11E1 4urrranXo+GNOIMuAmPcarMAXr .oaI�wl ,.,.,..nFT1T '".7,a�;,.'`uI.I... u.vlw 4wm. 12-010 .nioR NraSNP(TOm DPANWD Xo — SEE. SHEET 3A FOR MAXIMUM A.S.D. DESIGN PRESSURE RATING RR-Lrj SCHEDULE FOR ASSEMBLY COMBINATIONS. n3`Pm"T�°Jilas`' X saRT Dr 10 MAX, .A,S,.D, DESIGN PRESSURE RATING Cpsf) SCHEDULE 'F❑R INSTALLATIONS COMBINING ASSEMBLIES 41 THRU O-EMB BETWEEN EACH OTHER FOR A GIVEN ANCHOR JAMB TYPE )K ITEM (SEE ANCHOR SPECIFICATIONS AT JAMBS EI' ASSEMBLY #1 ASSEMBLY H2. ASSEMBLY 03 ASSEMBLY-V ASSEMBLY #7-EMB SHEET 19) (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, -53.3'. +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 0 EXISTING•MASONRY ANCHOR & E.M.A. (SEE DETAIL 22/17) +65, -65 +65, -65 +65, -65 +65,--53.3 +65, -53.3 9 EXISTING C2q0D BUCK ANCHOR +65, -65 +69, -65 +65;-65 +55, -53,3 +65, -53.3 W/WOOD SCf�EW LAG BOLT & E.M.A. (SEE DETAIL 22A/17) 9A. EXISTING WOOD BUCK ANCHOR +65, -65 +65, -65 +65, -65 +65, -53.3 +65, -53.3 W/ STEEL CARRIAGE BOLT & E.M,A. (SEE DETAIL 22B/17) CHANNEL IRON THROUGH BOLTING W/3/8" x 3 1/2" +65, -53.3 +65, -53.3 +•65, -53.3 +65, -53.3 +65, -53.3 9B STEEL FLAT HEAD MACHINE SCREW& E.M.A..(SEE DETAIL 23A/17) 9C CHANNEL IRON W/3/8" STITCH WELD(SEE DETAIL 23B/17) +65, -53.3 +65, -53.3 +65, -53.3 +65, -53.3 +65, -53.3 1E NOTES ON FRAME HEAD REQUIREMENTS PRODUCT NEN6A4b wld��tv..wa[nau. 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 AE ®w WELDED TO EXISTING BUILDINGS STEEL FRAME HEADER FOLLOWING DETAILS AS PER SECTION H, SHEET 7 &'DETAIL 230 ON SHEET 17. veiaouLy wEVL¢eu Pyly.nr.ri.[MBY 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. e.Nin[o.o.N1E7,11.)= [p„/Pni Il+v�ii7�L [i0, A TQ/% lENSF t FLOPoDA DINLDINO CODE(HIGH VEwCI1Y HURRICANE ZONA ' o.441 = ®m..w,co xt Iowmmo.l, DOUBLE G SINGLE SERIES LSIB OUISWING W.MERCIAL ok_m, GALVANNEAL DA 51ARU 33 STEEL DOOR SWI SERIES"/S' LOQ a • td GAGE OALVANNOR STAINLESS 9 EEL FRANC RUSH EMBOSSED k GLAZED ASSEMBLIES-L.M.iz L E C O iva. DAYDAR INDUSTRIES LTD GATE ON (��61,,[`` T��305M0't EEtNOINEWENGm��Py� W mi UwI�x4L�aL AiI ;[,[ IW off,- /',.,VI W.,:iS.."'am flL[t5[[3-1501 tz-atG J/1! p_GWp110 M:MIDP A .k.PL 9M[[E]A 0118 AGRAM MG�NIL7 MAX. DOOR WIDTH MAX. DOOR WIDTH (SEE SHEETS (2 & 3) 23.0 MAX, DOOR WIDTH MAX, DOOR WIDTH (SEE SHEETS (2 & 3) 4 0� �•."'I �4 0 �'r(SEE SHEETS C2 & 3) ' (SEE SHEETS (2 &1 3) �I, R10,875 2 D ® ® 13.0 F-m 1_r'1 C7 2, D w fu1.969 a 2 0 37.125 a• u m, , 13.0. 45040.0 _ =N N N W N ttr aW KIN- tJ f 3,510 ®. ® .0 A= �.D a A.y \ ---� W A N sS IL w 21.1500 E w 15,730 20.250 xQ w 3.0 13,0 " x v 1� I --19,0 9,0L 9.0—+ '-+� �9,0 � 17.5 5,0 5,0 23.0 -19.0 H 9.01 MAX, DOOR WIDTH MAX. DOOR WIDTH 5,0-1.937 MAX. DOOR WIDTH MAX, DOOR WIDTH II-- • (SEE SHEETS (2 & 3) (SEE SHEETS (2 & 3) (SEE SHEETS (2 & 3) (SEE SHEETS (2 & 3) 562-1 rr 250 _ ' R30,195 1 ® 7,0 . Q, 0 ®. ® 13.0 _ gob ® 8.062 m ®� 1,937 um ,m ae 19,562 = 37.0 cu 25,5 =N ® ® 13.0 =N Poi N N "I_ c3� I"'WWW --11,937 65.0 95.500 pw�,� ow I� �ulL1 a y 65 q N 13? 6,500 I Ii 34,562 <11 Hflu 21,5 i'^ ® s � 21.5 13,0 I51 raa0V �vws<u I p.t7.•o/6• 15.5 9.0I{-�I9,0 L 111.____ SIO W 95,0� . H F5.0 -19:0 9,0� 23 5.0 PTIONAL EMBOSSEDDDD S EET CONFIGURATIONS /.� F�DflIDA HU11rW0 CODE(MCH VELOCITYHUftftIGHE ZONE) `SP1 ,1.M..............J Rr ®ran mrw cs o 01 o°ue t r su ou swE9 ure ourswu o c°MMEncuu o u x°n NOTE Pno°u uiu.n.HaP aa,'�rr 'r<w •. ie oOAai MVANNUL OINLIMS RT9TAnres9 sfER ER mAUCAs• EMBOSSED DOORS PERMITTED IN wyy�O.e. _ { p10,44187 x RU91 d90esto h°lAi[D ASSd94E9-L.M. SINGLES & PAIRS LIMITED TO DESIGN Ao,pu,r.n. iic� IL E'CO1Ho, DAYHAR'INDUSTRIES LTD 01�i.1r PRESSURES NOTED FOR EACH ASSEMBLYrsen ![ne1M[[e/Ne°°NPANY umEr..ws� . d/ r i? :per i'-rm w v e x°'�naris nwm, 112-010 a 11 , Dp....... •�f�06 rE' ROM w1 l44267� a°rR 4 or 19 Eo 5 SEE SHEET!i NOTCH THRESHOLD Ek SIDE TO © 5® WITH W/DOUBLE ROW OF jj jt ©9 GEU SIpG�) ICONE'I1 SEAL EAR SSEALANT xI/2'SMS SCREWS.BI'FROM lJ I:r EACH END AND 4'O.C. (g)W/(90 INTERI❑R - 6 S1,1RF STRI APPLIE +•.: pat+Z . (SEE DETAIL 21/17) ' Dazs• ;0.125EXTEE I❑R C., 48'MAX, DOOR WIDTH 49'MAX. OpOR WIDTH 100'MAX,FRAME WIDTH SECTI❑N.A—A SCALE, !/8'MAX.SHIM ' INTERI❑R :NOTCH THRESHOLD EA,Sine TO 5 W/DOUBLE ROW OF SUIT C.NE SEAL'JOINT WITH j EACxi H/21 EN➢NANO SCREWS p.G Qi'FROM W/® ®GE SILICONE II CLEAR SEALANT O ©(SEE SHEET 10) 6 WEATHER STRIP RIP APPLIED 0 21 l 0 oil ANODtN;T ACr6tvari J(SEC DETAIL 22/7) j5' 0.123 0.123' UDtrdxuY /6 48' MAX, DOOR WIDTH 48'MAX, DOOR WIDTH -�------100'MAX.FRAME W46TH pu)cUCTWIVI%47e e IM lM nnrld. SECTI❑N B—B �*� . �¢ • SCALE+3J36'tl' �ytrrlw errs tittitt.reirr�` , hili Ep P.T14/T,e)ti r/ FLORIDA BUILDING CODE(HIGH VELOCITY I{URRIrANE`LONE) :' 0.44187 1 m..l�.�oo.o„w aWWII:sER Es 519 ouilY lNO/CONNEBCfAI `* CALIB OAOE OALVANNEAL.ON li/LIN gTltER IPANEu e�/A.On "� iLUSH 61909![0•OUZ 0 AS9CYeUE!-LN. Tapp (• p. Pa LL_IMTECOmi. IIAYDAR INDUSTRIES LTD �•5�\� rwr T[lIpIO r iNINNCCpWO rAMv�1Nr m I£a mnr,NUHrroµ �S' 4 L Illiy + '.. r-u N"�tir n-mY`" rzu roa a+...am iw'.m nruw 12-010 ' �N/rU//111 EB-GWelu wuvnx0.w • wtru♦ x r.� " ftOR➢t t4t�N/d7 eN[ll 8 Or 19 NOTCH THRESHOLD EA.SIDE TO � INTERTDR SUIT JAMBS,SEAL JOINT WITH (SEE SHEET l7) ff W/ DOUBLE ROW OF ©9 GE•SILICONE [I CLEAR,SEALANT I X1/2' SMS SCREWS @1' FROM O EACH END AND 4' O.C. ®W/® Q(SEE SHEET 1W 1 6 SURFACE WEATHER STRIP PLIED !FtO.125' • 21 21 7 0.125' -L (SEE SHEET 17) 48' MAX, DOOR WIDTH 48' MAX. DOOR WIDTH 100' MAX, FRAME WIDTH SECTIM C—C 1/4' MAX. SCALE,3/16'-3' SHIM 1/8' MAX. NOTCH THRESHOLD EA.SIDE TO A SHIM SUIT JAMBS,'SEAL JOINT WITH pb W/ DOUBLE ROW OF ®GE SILICONE II CLEAR SEALANT A Q I EACH END A140 C�EWOSC@I'FROM ®W/® INTERIOR I6 SURFACE APPLIED ©.(SEE SHEET 10) WEATHER STRIP O 21 21 O m EXTERIER 9Q or A 0,125' 0,125 (SEE SHEET l7) n 0125' Or 48' MAX. DOOR WIDTH 48' MAX. DOOR WIDTHPR �„�,� (SEE SHEET 17) '100' MAX. FRAME WIDTH naN ' �wMf ti lRu1b A^iMan��� p^� O CadnBa.'I>b Z 1'111/N//N/4Hy /—/'a/ FM+ IIT1 Lrr FLORIDA BUILDING CODE(BIGH VELOCITY HURRICANE ZONE) s W0144167 ®a.liwma 7TAINLW1 BREL gV wvuwn)• DOUBK !NOEL•7Ea G11910 OOTSWW0 COXNEaGWI .1 OAWINNCAL Oa IN. W/SERIES`A9 oluNN oi, 9 YE 1'C l IAugH CMOIANC &G01 WSTAIN O AS ENBl11"EEL1R NAE lA. i y IL ECOINa, DAYBFif2 INDUSTRIES LTD BA,E ,� \111 11LLR.IiSIBIO a[NplNEGB1N0 COxPIN� awa+oi ~ •••{SL -su,'rm.0-.m. 12-010 . "+t��innrtpil .-mva.mwooxe.+l oRAw,xB x. E>}0006]IB W.LLRR A ltlUE b. PC EH[[T 0 01 IB NOTCH THRESHOLD EA, SIDE TO POURED MIN. 2-2'x4' '®A /E DOUBLE RW OF SUIT JAMBS, SEAL JOINT WITH CONCRETE WOOD PLATE . XI/E'-SDS SCREWS B t' ®9 GE SILICONE 11 CLEAR SEALANT REO'D.' 1HEADER M 1/4' MAX. j ROM EACH END AND.4'IL C. j '\-(DAT ASSEMBLY Bt SHIM ®W/ 0 "-7 INTERIOR WEATHER STRIP APPLIEDACE :� I/2' MIN.GYPSUM 0 0 N ti VALL BOARD OR r PLYWOOD SHEATHING. (BEYOND) o W a f j 2 EXTERIOR SEE MULLION STRUCTURAL sTr 9B DETAIL 23A/l7 ©DETAIL 23B/17 CHANNEL VITH I n 3/B' 0.125' 0.125' INSTALLATION MIN. THICK VEB 36' MAX. DOOR WIDTH SHEET o: 40' MAX. FRAME WIDTH r p ❑ _ STRUCTURAL STEEL CHANNEL ©BEYOND r •* SECTIQN J—.� MIN.1/4' THICK = .... W ■STRUCTURAL MEMBER AT HEADER MUST DE DESIGNED TO. SCALE. 3/16'=l' POURED w CARRY l74 D/FT 6 BE REVIEWED BY BUILDING OFF]CIAL CONCREr E REO'D.. / • CONTI UES SAME 2 + 20 ` c ri 11 AS SECTION G Vv 2 (A7 BOTTOM) rH S�CTIQN E 202D2 + eDmSCALE.3/16'-1'❑ STRUCTURAL2' IxSTEELCHANNEL ❑ SIN•1/4'THICK ■ .SEE16 w 1110-24x1-1/2' DETAIL x THRU-BOLTS X m 23B/17 W 31 POURED PUURED 21 16 LOOR w SA fl 10''• CONCRETE @ 10' CONCRETE LINE W MAX. MAX• REQUIRED REQUIRED SECTION F /YGuucr uvleeu Y ODUC7 AQ'EW40 ,ti •SECTION G SECTION I °'�.""°z"'°'ft6 ,.� ".x6a POURED 3) 29 GE SILICONE [I W MDQ 5 ° / z•D2 CONCRETE C. MAX. CLEAR SEALANT sta. ,Z, ,dP<TIL(!Tv= °y�',�/L"/,.�.yq, REQ'D < p1��,,..,.•. ✓ s �aieyTtt - uW�� SECTIQN D-D ```ot;;' OENSF".9 = FIAPoOA BUILOINO CODE(MGM VELOCIN HURRICANE ZONE) c1uGl c ODOR OOEc NOT NEED MULLION, ''•+ 3a' 0.44167.. ®All»mDwANUsExAI tas w5"mn DDDlswlxwo/rcoMutWxc['u A �u•�x�en DALVDB swm I A7CN ONTO REINFORCED VANNM uE'0tA COTINUES SAME aorto t SCALE.3/16'=1' AS SECTION I �' ,,� IL ECOlxa. DAYHAR INDUSTRIES LTD _c (AT BOTTOM) 'I, SSIODIA���61,I "w`,�r 'yt'n` � nPiAxr a°w°co4a 12-010 ��,� wl n' i]FNMW4 IAn wa txe-,fo, onxu,a x. SECTION H WlR1V A Rl b.PL tx[[1] W IV SCALE. 3%16'=1' Aaem��`'��°1e7 .623 (DR.04.6 i n' MATERIAL SPECIFICATIONS: 0DETAIL D DETAIL D DETAIL DS I 6 SCREWS 20 GAGE CRS FRAME W/A MINERAL 1,x35 PER LITE BRONZE BAKED ON POWDER COAT. O,S.DIM 623 .395 .623 .�v A 19 2.75 .097 .097 N `rY e� I t` 39 CONT.Lill' 1/2"THICK CE SILICONE IIm 20 GAGE .-0�1. SABIC LEXAN CLEAR SEALANT' ar N SHEET ' ALL AROUND S EACH SIDE .70 40 0 m En 3/8"THICK map Ey SABIC LEXAN SHEET .r:ao� I ' 063 DET.D1 063 0 ]° .X 22" KIT - ELEVATION INTERIOR ~L In 1.757 I I 0 131- 0 32 8 M G T.S.DIM 1.75 �-1-18 + 0 lz #8X7/8"F.H DOOR 10 1/2"THICK PHILLIPS 2 CONT, DOOR' 8 SCREWS SABIC LEXAN .63 EXTERIOR GE SILICONE II CUTOUT PER LITE SHEET HD S.M.S. 06 CLEAR SEALANT y INTERIOR PER KIT ELEVATION ALL AROUND SEE ELEVATION FOR MAX. ~"�� 30 995 DOW 1l2° SABIC LEXAN A.S.D.DESIGN PRESSURE CORNING STRUCTURAL GLAZING DETAIL EXTERIOR uvm RATING ON SHEET 2&3 n I I rnonun"mcw1a Lv o SILiCONESEALANT, •ymw�Wa.rieY. 1/2"x 5/8"20 GA. 5 " ( i ALL AROUND EACH SIDEp GALVANIZED COLD ROLLED o E.O o"en d STEEL GLASS STOP m v SEE ELEVATION FOR MAX. eT 1/2"x 5/8"20 GA. j — A.S,D.DESIGN PRESSURE GALVANIZED COLD ROLLED 6 0 3 — 3 RATING ON SHEET 2&3 SEW tutvwkvLaeo STEEL GLAZING BEAD s 0 12' x-12' KIT - ELEVATION ozTL.c 3!6"SABIC LEXAN 69 VIZ-IG VISION LITES y 995 DOW CORNING ,�2' LEXAN GLAZED "� STRUCTURAL SILICONE Ips A SEALANT,ALL AROUND 3IYISION LEXAN 04 0 U BY ASR LOUVERS, INC."sIvF,�IVA BUILDING CODE(HICN VELOCRY•HURRICANE ZONE) .0 s�. EACH SIDE MANUFACTURLD oma.. "•» OWOLE k StNOLE IMES LSIS oUi 11 MM �, cn ND:AA187 OALVA NEkk ON aTIJNLE05"'"'WJ sEwEa na BY DAYDAR INDUSTRIES, LTD. I 10 OAOE OR STAIN AL OP 9UJNlE99 STEEL(PWE LarAO. EMsossEO k OUECn ASSEkaUEs $3 rusa tL EGbiNa. DAYBAR INDUSTRIES LTD 3l8° = L X�jN GLAZING DETAIL ,f "�1 o�� " rr `"`iio`w na-.roa 12-050 . '�' ky }' i4j�i4AO.��d'`` .•�.rm�000ariiF"i On�vnx0 w rid' To"//At arae a a,e 1 m740 iOy�Op 6 m975A Irmo Jm(] U750- 11.0 0750 Lsm 11.6]e l°lgL�CLpr - 11' 0,0906 Lt wz MATERIAL. s 06000 LOCATION TH)CK)GALVANNEALGAUGE 12 MINIMUM 40R7ST.AINLESS STEEL amo6 7� -AT FRAME ATTACHED W/(2) LONG MIC 6796 WELDS ONE/END, 9 9 SURFACE STRIKE REINFORCING ,To M , • 6�{+ 12_x4 NO'S Id 1 .10- too 6bm0 JIANDARD Dust Bax MATERIAL. HEAD Du+t Dox W,,, 12 GAUGE FILLElk(.LIP O O MINIMUM'STEEL MATERIAL GALVANNEAL OR BGAUGESTEEL Ls6n STAINLESS STEEL GALVANNEAL ORyP'FACSTAINLESS-STEEL 'O4 //8' STRIKE SR+ . 3 ® 4 1/2' FRAME DOOR HINGE REIN�❑RCEMENT ME FRAME L 1 REINFORCING DETAIL DETAIL ATTACHED W/(4)3/16'0 PROJECTION WELDS, 9.73D • �� Is7so, z3TSD 1s6m . A.PAR SNOVN 0.060�rsCT 1.DIE MITERED CORNER CONT, STANDARD WELDED INSIDE FACES „ EIO]9—•{ PROWC7A6N{11N1 AT RETURNS 1107 n 2 `� a -�dwcft 6Larinlm. 2.CAULK WITH J.f INSIDE O CORNER WITH�9 GE SILICONE [I I I An<M.u. 2- 14370- 14370- [7ATER.lb 4,976 E 0.4370 •'DETAIL 15 1]sa SCREW GAUGE 16 MINIMUM (.058) DEAD LOCK STRIKE TAB TYPICAL WELDED CORNER GALVANNEAL OR STAINLESS STEEL 14 CA (0,074) MIN GALVANNEAL OR STAINLESS STEEL 01 TYPICAL JAMS & HEAD SECTION ATTACHED TO STRIKE JAMB W/(3)1/0•m ,,D v)c" PROJECTION WELDS. ].4A)Ci 94x4+ as lA OPTIONAL HEAD SECTION +N n4e4A1+ ` T— _ FRAME SECTIONS A. "afIF"❑RC � ING DETAILS 5666 ,� \J9 z 'FLORIDA BUILDING CODE(HIGH VELOCOY HURRIGWE ON 16 EXTRUDED ALUMINUM p Al •JCENSF'y. L ®mt��u. moo)• D1 «{VOLE StltlES 1510 0 Ts DO COMYERC4L. -' t l WANHUL OR sTANLR9 sTEF1.DDON / Ei w[A9 RESHOLD NGP #95ONA 1 0.A41 B7 ? ,6 D.1E DAOSSEB AL DR s< SfCEL t II.USN [FI9055E0 6•CR ST ASS[YDUES-LN. 3 DAYBAR INDUSTRIES LTD x0 OAIE Itr RSNNO f iNOWEER/N°roYPANY m ebt p4M,B'tuwtDl, �1. •........ . ,u�.111�\t ' am m w.. -w. tm a +6°Ne-Emi utoai 1�2-010 +-m.e wl+.+Daxm.x mx6 x. SfONAI' t;M'' L1rc SHUT 9°r tD J- W/ DDDR FRONT OR W/ a,o . VH W/ (2)Bl4xl' 7ERI0 ® WIDE SIDE FH'SDS SPACED 0,562 TERIII ' AS PER ISOMETRIC 777--- DETAIL I 171.0 L1.875 1,75 1.5 nF•rATL A GASKET x 3/8' L/16' x 3/B' NT RIDR INTERIOR --I 0.625 �- DOOR'BACK OR NARROW SIDE BOTH DDDR EDGES tlATERIALi LOCKSEAM FILLED WITH 6A 1-1/8'%2-3/4' DEAD .SEE BILL OF HELHIPRENE M-00323-1 BOLT STRIKE 1/8' IN 2' BEVEL MATERIAL ADHESIVE-SEALANT SECTION THRU ASTRAGAL TYPICAL CROSS SECTION '12.8 B4•0°° AT DOUBLE'DOOR THRU DOOR ' 0593 4-7/8' STRIKE -�-•--•� 0,032 D ' 0 A (2) 11144' 0,125 SDS (TYP:) 1.813 8.875 5.594 P.D63 - 12GA, GALVANEAL 2,440 DR STAINLESS 3I 4 875 L .aae STEEL ASA 17.0 STRIKE REINFORCEMENT 3x1/8' PROJECTION �R�GuWnyepaerer • -24 WELD EACH SIDE Neiacde���� 11�, (2)k12 A...q. N,/f-o/2 •a'l o APPE➢ L250 L.Wr.n oD.n G. HOLES FOR STRIKE 3.0 J 0.312 Ob87 Lj Mvml ® 'Z' ASTRAGAL ISOMETRIC 12 GAGE GALVANNEAL.'S f EL Oft STAINLESS STEEL DETAIL 6 �eDcvllew`ao DETAIL A•S.A 1299STRIKE , Ryb.lb�Beh MATERIALREINFORCEMENT' F❑RF A� 0.075 THICK ,pr�"n A. GALVANNEAL STEEL 1,1t� T1C�/T✓s ~Pi r •He°G ~ OR STAINLESS •Q`+"• a STEEL , r� FLORIDA BUILDING CODE(NIGH VEU0=HURRICANE ZONE) .1 per/ x ®TTu tvtm x6 m� DOUBLE k SINGLE 9CRIC S 0 mmu fANNCRCUI N➢.441.V I S G,VAN CIL OR ITNN R7 STCCL OOOR WI STOICS'!S °M/mm°r 18 OAOC OAWANNLLL OR STAOILESS STC0.TRINC LO✓A4 7 TIASN CIISOSS[O h GLACTA ASSCN°LICS-LN. IL ECOIno. DAYBAR INDUSTRIES LTD 01omE �;•.,•Q 10,.+fit 1e�� R[IlT 7TSfING A'LMOfMN�C,LRING GONPANY m r u rt, a 12-010 flit f A'M . A.'L"A%iiglllll IWITfA A L rtm+ml/m ums °� exar,G or,G MA I/A•-20 MA 6/16•-I8 EXTERIOR. ®� SCREWS MAC SCREVS HEAD U)5/I6•m 5.0.5 SCREWS TO NGi&iT COYER ,. TO HEAD(D ,(,; �1EAD COVER 3A1 I FULOEA FITTING STEEL a•s " EXTERIORi 10620 TDP 1 MW MULLION FITTING I t4 062a FITTING i—./1 J STEEL , IS MJON AODY 16 V 2G TKKVALL. 06620 TOP MILLI A WO GRADE D STEEL. FITTING STEEL CONNECTION AT TOP (PLAN) - SECTION ' EXTERtOR EXTERIOR . la A MACHINE SCREWS EXTERIOR 6 HEAD 4 FLOOR' 1 1060o BOTTOM 9l16'-18X(-U4• NULLIDN FITTING STEEL IS 16 3.0 I ! 3.0 PO FIT20 TING a/16' t•`•` HLLO FASTENCRS FITTING SE BRf)P!N ANCFGRSpGORED © 8620 FiTT �'$ CONCRETE ,2G ISOMETRIC NOTCH GIT eD•x3.0• 3 S y REOIIREtl c9)5/36'm-I8 PDVCRS @Y IN FASTENERS CALK-1N ANCHDRS 74 STRIKE V/V MIN.EMBEDMENT PLATE STRIKE !s )' CONNECTION AT DOME (PLAN? N CASKET NGi361 rip co DROP IN ANCHOR RVMVW 1{ }I 3,000AIIaITTI BgTTE MULLIDN3.500FlTTtN6 STEEL �ON THR en Sdv"'iEtiA 'x �FIT 117LIION !`ESX0.`yy(`jCENS` u= FLORIDA BUILDING CODE(NIGH VELOCITY HURRICANE ZONE) I{(0 Pte; loll Rmm NS axonRpxqDOUSU k SINGLE SERIES LSfS WT WO COYYENC IAL EXTERIOR VON DUPRJU SERIES 9954 �Tfr Ni 4.41 �F. aALvm stAxas o °a°9ssRs"�EE A`siuc'"6 La'�`wAa �t. 4+3'� S'�'RjJ�'E PLATE) fUUiH NBOSB[0 k OlAtEE1 A0ICVBIJIS-L.N. OI IT li ULLMN/DOOR SEAL _ ML�LLIB�I FTALL'A'TION �� DAYEA9 INDUSTRIES LTD SARI '-� aR oa..ripyy5` waVns FE v r r Nmm�of 1) �,� mim na 12-010 IVALfiLS pRl m wmnS, manni{xWa m '�/NldA7711j1 XfO1m 71WF J,F`-ftR40Lk/11117 inECf ti Of 14 SEE SURFACE HALT /1////Jf///JIIfflllfiJ ENGAGEMENT DETAIL EXTERIOR 'its;',^.�L.§''` rry'�' k' •'>3i,. ,Ii, ;'y"i a ' S #10-24 X 1-1/2 ' • - LILTS zn SEE DETAIL'A' EXTERIOR• i1vti+F�R'3'G'+ •:}h ♦i�Z' 'QfE�.i: e iriSRh ,.bs?,Y', 14 TYfzzcA(�l)JtFACE kLT ENGAGEMENT flt0-24 X 1-i/2 DETAIL 6T HCAD a SILL - ALTS © _ _- uA8nUt7 16 ^""rbzgazleYi�l7zYW aeltlly Code i/2' N10-24x1 1/2' TMRU BOLT ARf",�I� '•��4Z SEE SURFACE BOLT r 16 Q e,Wrule.aM��y4Wa,. ENGAGEMENT DETAIL e! 4 SURFACE BHT INVA LATIHN AT DOOR W/ ASTRAGAL (INTERRI VIEW) ___( ;, !• ut ` a;upnut7 lSTn NOTEI 1' J 0.7 ';:. '•�`•!''.� as 'SURFACE HOLT •.'S• - �,+,tj,...y,••,;`, ' "aliMT�u+u` 4b� 'MAN UFACTURER-HAGER AOURED MODEL A275D ®a BLD• MATERIAL-STEEL it Ji.,,,, P-MA ONOAETE FINISH-US26D i ao� ON IAED '1';q� . . _BOLT TYPICAL SECTION 21 60 #275D H A G E R SURFACE BOL T a+t+!�f 1 ' � I+MOA BUXVINO CODE(MGM YEIOM HURHIWE ZONE) z No.44187 . D>o,9w Re mma au DOUBLE t SINOLC SERES.L310 ONS01N0 OOMMESCUL y DALYANN[AL ON SYpNlE09 9!E�j,00011 MJ 9pi1[S'lg �'�!ei yg ., 9 WOE 6V VAANG4 OR sTADAE52 STEEL tAA52E tAJA9. A.U9N'Ene0S9C0$INDUSTRIES OLlTCO ASSEY01II5LTA�LM. @r IL E.COINg: DAYtiAR 50575 • J^ �, !r,„'N/HtYRnLN.i.J'Jd 111+ •. iGSIYINQ CeAmAN� W�R lw lv..m1 12-0100 0 -WISUM u OMRu10 No • xItSW A 7AAlF X.P.G • Natal EM/Ille] lxttt 12 01'19 0.5625 VARIES WITH DOOR WIDTH •0,0570 MIN. 4N .. 0.5625 � TYP. InLn T vacm FOR SPOT WELDS E �jATI❑N 3-apgL'S D0.D750 r�I.8125� (TYPJ .0000 3.0000 0,8750 3.0000 TYP. 0.5625 TYP, !.0000 n� • _ �{-2,0000 �fy 4500 2.0000 ��Cfs RFACE CLOSER FA ENING SLOTS PLAN) ITYP, 5.0000 26 DOOR TOP AND BOTTOM TYPICAL END CHANNEL DETAIL MATFRTAt 16 GAUGE(0.057)MINIMUM GALVANNEAL STEEL OR STAINLESS STEEL 2.6250 02500 0,750 6250 Lf 0 m w a+z� 3 " ' c 7500 b.7500 0,2500 7 p,50b0 16,25 PLAN DOOR TOP '. o N DUO qpm D CHANNEL .� c 13,$000 1 * *dti4F.Na. �`\\ °•orf c » gyp �� .eeND f•O/2S aZ lb DOOR SURFACE CLOSER `\ \\ er SECTION NATFRIA 3D VIEW RTO FDOOR AT TOP LPPED EDGE \ \ \ oma' 14 GAUGE(0.074) W ATALAMINATED SIVE aND TO EACH FACE OF DOOR 1) ow,.a.. \ \ MINIMUM GALVANNEAL OR STAINLESS STEEL HINGE EDGE AND TOP END CHANNEL, 25 Pp❑R SURFACE CLOSE dOR \ \ +TIITN�� RCEMENT DETAIL . Iri.GRIDA BIDLDINO CODE(HIGH VELOCITY HURRICANE ZONE) +� �r 41GEN ,lvq r„ P°6 u"of a%vun`uaL an snaxERiis s:iiti o aR iy COMMERCIAL 'M4tNii➢Y. Te aaf DWVANDR 37➢ L0/AI OLZD)ISSYY' L..D❑❑R SU2F4CE CLOSER & END 0 CHANNEL ASSEMBLY' IL Eco..xa, IiAYDAR INDUSTRIES LTD 030„�S0 •. „�� _ :, nsr➢+D.aamarturo caK+•!�, w nn oar.➢,�. w�...'�•fr a�.ws..''. rte.-±I.T”" m,ws maom`tw���ns-sm+ '12-010 �ty1Tit eFLOM ue!° iiI MIT is°r T➢ •oral/ CHANNEL ' qb` UI TOP CAP co DETAIL A LI o s 1.650' a C; DETAIL A ASSEMBLY (ISOHF RIC) SNAP IN CHANNEL (SNAP .IN CHANNEL WITH TOP CAP) P 35,750' TOP PLATE FOR 36' DOOR WIDTH 0 47.750' TOP PLATE FOR 48' DOOR WIDTH fQf<'Sf^ 3. (VARIES WITH DOOR WIDTH} 34,125' SNAP IN CHANNEL FOR 36DOOR WIDTH m 46.125' SNAP IN CHANNEL FOR 48' DOOR WIDTH CHANNEL AND CAP PLATE ARE RESISTANCE SPOTWELDED EXACT 35.750' FOR 36'•DOOR WIDTH ON COMMON CENTER LINE. EXACT 47,750' FOR 48' DOOR WIDTH <4 - 5 PLACES) - —�—-—+— (VARIES WITH DOOR WIDTH) �— ' TOP CAP PROODCT RtryRW� STANDARD TOP CAP 0.7500' n4DErKn„�„ CHANNEL VIEW H ^n*n•,o.n. a�fj,p�eO,�',-Mn..r.rn. �8 DOOR 1 .`nl�, .tt.. IN TOP CAP DETAIL Al-,'0l RORLSTA LESS STEE�OR➢07H PIECHE5.683• tid P`;.• 4M1�✓z FYORIDA BUILDMC CODE(HIGH YELOCRY HURRICANE ZONE) 'A MDA BUILDTNG !�E,,( tswtwb,0,C cud ALYANKE/�,Oe 7fNNL@! STAT b00fl lCRIE! ft 44j87 Ie ace awN+NEA1 OR sTNNltse s"�ECL E. w./Aa tNSTALLATIDN OPTIONS,!— p ` RUSN EYebISEb k au2Eb-EV"E. W CAULK ANB.PRESSFiT iL EEZO.ed, DAYBAR INDUSTRIES LTD "/"/'1 �� ra rtsnxo cxooruarxa srorrw�' m mt Misr aavr G)CAULK,PRESSFIT AND TACK VELD S Pr (1tt' i f +>�•+ ,+a+l°`An-,u, m,qe ers•n000°i''o0'�.wTw m+ 52-Ot0 1 SS/nn• `•Qt�6�+it m aaalna t4wwb Ne i��SINAI:' fl M w A,mu, .At ...t 14 Or 10 �3.500� VIEW X 1.108 8-0.200 O 1.323 Im L.. O N L0.134 r '^ T— 0,608 012-24 9313 - SCREW If" (3)I/8•0 PROJECTION - I 0.110 DQQf2EDGE WELDS a jl 1 I MOUNTING TAH 14 GA (074) MIN GALVANNEAL STEEL OR STAINLESS STEEL g I 1 r; O1y.ton a o 1 1 1 0.343 1 I ) o GAGE 14 (0.074) MINIMUM ( 1 RP REINFORCING SAME AS 086. O LESS LOCK CLIP &'MOUNTING TABS, GLUE W /CONTACT ��y ADHESIVE TO DOOR FACE II q o LOCK.CLIP-10GA (0.045)' —4 � Go 0.875 eil MIN, ONLY VALID FOR L607 ASSEMBLY WHERE �6870�• 4,750----I APPLICABLE VIEW X 3 IEW 9,875 ELEVATION ,.259 v 1,607 �4.750� 4 GAUGE 4 21 (0,074) MINIMUM Q L�"° HINGE BAR GALVANNEAL STEEL OR STAINLESS REINFORCING FOR DOOR L — STEEL,GLUED TO DOOR AT HEAD& e31I3 { SILL USING HEMILBOND 8320-1 MATERIAL, l ) e 0 GAUGE CONTACT ADHESIVE. `} GALVANNEAL STEEL OR 1063 X 18 DOOR SURCE- STAINLESS STEEL _INFORCINGPLAN MtO""r["Q'�a* wLOavcrnewAzO d u.arpyMrwMdrM1AY AMYAYi•l.wsu.nn,u. Mki.SCaE. y DETAIL Xrere.w.No/ 2.42 X.�unoN1��2 MATERIAL, -6.phM.O.r. L (Ir+h^r!+r Yrt. ALL GALVANNEAL STEEL OR STAINLESS STEEL pin 'ypzy A.I.m ow n NSI 5 6 S ' ��t Lq K LRIM P{�MIC 11 REINF gRCING ,`Sb f E T�� FLf1R9)A BU 1L 1 CODE(IOCH VE[ACBY'3�URRICANE ZONE) . OZ, j': 0aan n+nn an D>m�wa) 99VGLE R S[!VA. 4N9 11 C6NNmnf1 Ox1Wlt Bri• l NO,441.67' *x w(rXNNEAL oa�tuN rSs"m o4at%SERIES^AS ' y - I["a DAL ANN[L 9R STANLL9S' [L rRAu[ LQ4xl1. fWSN dV9SSFD r CLaM ASMBUES-I.M. DAYBAR INDUSTRIES LTD avDOE ivtz mur ramro r erotHrremo eounvr w.ev ,S�ONA4�p),� �rri wa �.ma. muwxo w NfJJN 6H.frR A IR t!•i • ncagtw�umr °iD°"w° Bxar Hato r 2,365 2,64 �� Ln' 0.20 N 0,6 _�� 0 0,390 C3 u3 GN C3 GN (U o .-. o � -VT- rd F 00i -TRl + REINFO CING Ro25 LOOP BARREL' SUPPORT 0'712 BARREL MAT:"0.035 SATIN COAT SUPPORT STEEL OR STAINLESS STEEL REINFORCING LOOP MAT: 0.035 SATIN COAT Go �2,632� STEEL OR STAINLESS STEEL (U o o � mPROD --VIEW X � Wim' a AJF �P�n No f-0 .OZ a o~� T❑ SUIT 8/32UNC VIEW X m THREAD (4) 1/16'0 :noDucrw'ntvV pUL{w11M IN Flalh #161 EDGE REINFORCING WELDS PROJECTION �z 09 MAT: 0.078 SATINCOAT STEEL OR STAINLESS STEEL 2.632 z4 #161 ."CYLINDRICAL LOCK AND DEAD BOLT REINrnRCEMENT DETAIL 111'"�RA.71(�/T'•z FLORIDA BUILDING CODE(HIGH VELOCITY HURRICANE ZONE) ;ply> ,`GENS•�'•. L ouwx nl f''�+• F ®nl,mm m 1 .) ODUDL[t S '."Ll=OUf9WIN0 W ERC L Ol,LVAM"GE OR 3rAORE44.R W WOR VI 4WE6 A. • � No 4-67 i 1�wat auvAtacu oq srAu+l•k ExAUE w✓Aa SECTION THROUGH �, ILOOlA9 t ouuo A IEYODES �L. ECQ rNb, DAYBAR INBUSTRIES LTD °lyl'ilE EDGE REINFORCING '"' f A; °`°' °.�° °°'rnwr me:r u.A -0 R0. �d "S"L,a - °`" {Lta, o-malwname.n 12-oto ONRL�N6Al1eAcnwmxu K. n-i Rem r�irrr�/In�111 gape yy IIIIr mar 16.E 19 CONCRETE BLOCK POURED CONCRETE OR REQUIRED TO BE WOOD DOU2LE•2k8'WOOD STUDS 'RECUIREO TO BE WOOD DOUBLE R'xB'WOOD STUDS WALL REO'D GROUTED CONCRETE W/O r 0.55' NAILED TO SHEATHING REWIL W/0 e 0.55 NAILED TO SHEATHING REG'D. BLOCK WALL REC'0. MAX.I/B' (SPECIFIC CRAMP) MAX.1/B' (SPECIFIC GRAMY) MAX.3!4' SHIM SPACE SHIM SPACE HIM SPACE . `�� (SEE SHEET 1@) T (SEE SHEET I@) T (SEE SHEET 18) iS000 :e at�T ! .a. �• •s•' p . „. p• p SPOT SPOT —•-- SPOT P ry - WELDS WELDS. WELDS ° 3'MIN 0 EG. '� ED, O 4• . E.D a' d .d CONDNUOUS ° JAMB Z I L JAMB BIOTI, CONTINUOUS.) CONITNU0U5 CAULK CONTINUOUS CAU a ' SIDES(TPP.) 3• 0711 SIDE5.(TYPO 3 THI SIDES tTY'PN . MORTAR R MIN • 07}1'SIDES(TPP.) 4•HIN--•, JOIM 3/B"x s'FLAT HUD STEEL 3AB'X 6'WODD 3/G'-36 X 6'STEEL CAN-SLEEVE ANCHOR SCREW lAG BOLT PAGE BOLT b MASONRY Wl ORS IN HOR9Z.MORTAR Wf 2 1/4'MIN.EMBEDMENT. W!NUT AND'WASHER. DINTS;FlLL JAM@51 SWO WITH GROUT PER DETAIL #� ASTM 0476 W/MIN.COMPRESSION STRENGTH A DETAIL #22B OF 2.5 RSI(SEE SHEET 10) DETAI #2 INS ALLATION QF" :3Y0 8' DETAIL # ) INSTALLATION, OF UCAN SCREW ® TO WOOD' FRAME WALLSNSTALLATInN CARRIAGE WIRE ANCHOR� SLEEVE ANCHORS $ IgBOLT I WOOD WALLSBRAME MASONRY TO MASONRY WALLS MASONRY WAL I S HIM P!WET NO �H1H S REO' B'x4•V000 STRUGTUPAL STEELSTUDi/g' 3/8'-12.O.0 EAtANT W BER'IEEN {ECIFICEGRA W/0.0.55 CHANNEL,W/MDI.3/8'1HX;K WEB JAMBOR 0.514 .460 AMB t HEAD QO MB iISPOT 5TRUGHIRAL STEEL WELDS CHANNEL.W/MIN. WLD ON WOLLO1/4'THICK WEB DCtCp d@ORJAYBS ANDO13.0THEREMAODITIOi8) AT 1S' AT HEM NUr�iha, 1.L(ayy 1F` 4Q OE SRICONE 0 "'7•"' 0 5.6250 ALL AROUND 12ETAIL #23B iooBUwMrYlBrp xo.62s� DETAIL #23A INSTALL6110N PE JAMB(1' TQ a" +►WF M Na,a p STA STEEL C ANNF,�TNRU'WELDING Q 1'4.4 �.Iz:eT✓ i.87sD ' F.H. M.& TO STEEL HANN 9 (2)OLDER ANCHOR„/, ILSr THREADED yD I-1//4'MIN. (SEE SNELT 18) $EE S j�iDD{BU(iDINO CODE($GH 4EtOCRY HURR CANE SONE) IF.M. OSC EYRAiiON ANCP.HOR STUD �y(,atEET IS F.H.WOOD SCREWS ANCHOR Y+.,,� •'/•`�a N$ '• PER ANOHOR (SEE SHEET i@) ,�� v •,�''1 m+°R w D M+�r°7' POUG'S_VAN8• 6E SERIES L510 OUTSWWO CO MER'AL 1/2'MIN.GYPSUM WALL ; �.•� /1YANNEA4 OR STXNaEEE STLCC OWS W/SERIES"AS oMw+Rt. BOARD OR PLYWOOD "NO.�Q1Ut '� It WWE D.U.VANNrAL OR 3rA➢{tFS4 STEEL FRAME LC./AA SHEATHING(TYP.) h FLUSH Elam a GLA2Eb AssE718UES—LA FAIL #20 r .I�. �C•Oixo. DAYHAR INIlUSTRIES LTD UK INSTALLATION OF 2 PIECEC❑ B s ` aw ' wwaENS.-M.M.- ,�zAotDSTUD ANCHOR7 INTO WOOD FRA EW fv�l BMinl A T4W(h PJ: ///Nlftlll'�, RQ9t6/I!./1187 aXP2a I]OE 10 �� n _ (2)1/8.7 SPOT ev' WELDING ttHOLES D.IgB �1X95 0.>SO ALEAF R SNAP ANOTHER PIECE a 000 u, r Y2. o 8 .r LEAF TO SNAP ��•— �� R y W ANOTHER PIECE ,.rQ .3/32 x 1/2 HOLES age °ASO ii Ld ^ TO PERMIT SNAP Qo• ,A. TO ANOTHER PIECE 1A. �ryt' �--•-2.000. m rT T 125D .y 2 gyp. 6.750 Q WIRE ANCHOR FOR DETAIL #21/17 \b w @ EMA BUTTERFLY ANCHOR (P8RT #PTI-008) STEEL WARE'ANCHORS a/�� ELVR DETAILS.22/17, 22A/1722B/17 & 23A/17 (0,157'OIA, 9 1/2" LONG)IN HORIZ. m MATERIAL,18 GA SATIN COAT Fu Min.-95.9.Ks,Fy M1n.-40.2 Ksl u~,, 7�2 PIEC GOMBINAT'ION STUD aRODua 'aE MUCTRuwm AStIwyM _ RmA � w fo,wnANCHOR FOR DETAIL #P0/17 dea -CLtP1N STUD ANCH09 MATERIAL AKM.0 Nn f= 7.pZ %ft GAUGE 20(0.0]5)ASTM A-053, i..ermio. A-GO OALVANNEAIEO Vt L nr n•O b�Geee9 •rlgcr rfrlll/1/rrrrl�rrr ' pP v A+, if VG� Ip�'•�T; IRORIDA HU4.D,ING CODE(HIGH VELdCnY 1(URRICANE'LONE) $ ®nr.n•rm w4 fi+bLme•) -UDLE&MGM SERM LSM OUFSr0AX0 OOURAVAL euMfl er: • gALVANNEAL pR STAINLCSS STEEL DOOR W/SERIES A5 'In qA°E OALVANNGLOR STANLCS!STEEL EMVE Lr-/Mq. ' Etll$N EHRq$SCq d:'04AECq ASSEFI6LIE5-LV. DAYBAR.INDUSTRIES LTD rurq t rA+mrrnrrva sarvAur x asa,our,erm•rou. oqE s� �aV4r/f) "10- "ah-iu°J6.N fI �"'ii`.wi"' rw roe as e�'V°•fne.°'s a+s•ur 12-010 . M I�`R�Aygatrjlf _ `u�iee`"" orrxrxo rr. • N4titR A iktrj h.a.[. ' F1A90+UR.J IIIBI SNUf ID of IS BILL OF MATERIALS, ITEM OTT DESCRIPTION MATERIAL SIZE AND SPEC'S I 1 16.GAUGE JANI/NSA B{RAVE SERIES'AS' 16 OMOC.05B NINIMM ALL CDMPDMNTS OF THIS 1101.Nn HEAD,JAMS. D 2/1•DEPTH X V PACE X ASB'NIM lot"(AE SHEET 9) A�6!WT/ACA6l�WI1TS TUX1 R WARS ARC A1��N CDMMERµC1)T MO.am A..ASM GALVANSIAL W MIN.WNDILE STRENGTH 32.1.MNL YIELD SIRCNGSH IS ISI. MWATICH LOX OR STAINLESS STEEL' IA 1 16 GAUGC MINIMAL HEAD FRANC SERIES'AS' SAME K 170 1 5 VI'DOM■1 3/B'PAEC X MO'MO THOIX,SEE ifEL'f 91 IB I SURFACE STAME REINFORCING 12 GAGE GALVANNEAL STEEL 0 STABAESS STEELS IE GAGE OA97'MOW M LSCC X IIA7!'WIG,SEE DETAIL W SHEET 9. E 1 ID CADGE RUTH/CHpOs3ED DDDR E.—.L Y/—0 11 W=MIS.—LLL CSRGGNEITD O HIS TIM N.PACE SHEETS.DRERNAI 1]/1•THICK Y(AIB MND.SCE SHEET(.G,6 L 7. WPIXEMIS AND R[WOIRCOOOS ARE GALVANIZES)STEEL WNFORMIMO TO ASTN A921.TO ASTM A653/A6531L CO44MOAL STEEL(TYPE D).COATING DESIGNATION M0:MOVH COMMERCIALLY AS PAINTAILE GALVANNEAL W/TENsla STPQNGTN 90 ASI,AND YIELD STRENGTH IOM.1!XDI.ELONGATION(O W STAINLI STEEL' 2 ] 1 B GAISSC OWD HINGE R13NFMMG GALVAMEAL STEEL CA STAMM STEEL 1 1//'X 10•X B GAUGE E RNR{FRANC 10X0[RCIW-- GALVAMFAL STEEL mN STAINLESS STML 1 412'X D 2/1'X R GAUGE 9 1 LTROE R[WORCINO ERNE) GALVANNEAL SIM OR STAINLESS STEa 1 VUF X)D/l6'X 11 WLMC(ATB HIM VOR[HA59WNY GRAZE ANm1BNS OTE¢'V/H11L TM STR[HOM-IOOtd AI0 HIM.TGNRC XI.--1.Md 9--' Y DIB)'MIL p14E1CA AS RWD CLIPIN STOP ANCIORC R2 PIECE COIOINRATIONS STEEL ASM A-M.A-60 GALVAN EAL 1 71V X D 5/6'A E0 RANGE(435 MIM,V/0110 X 1 S/e'VWD 3CREV3 )A AS REDT ENA BUTTERFLY MOOR GMT,PTI-0YO STEEL IB GAUGE STEEL MYTH COAT. 9 AS ROOD CH\ANCHOR NAIS STEEL.V/F7-ID.040 PLL 3/6'X 5'STEEL UCAN-SLCCVE ANCHOR 9 AS ROOT V00D SCRCV LAG DOLT STEEL.W E •ASA00'PA 3/6'-K A. . SA AS REG'V CARRIAGE MUM DOLT STEEL,V/P9'43A00 9SL 2/0•-0 X 6•sum CMASMA;DOLT w NOT AND WASHER,PER ASM A- 92 AS RECD FSL NS TO SIM CHANNEL THROUGH SO.TING SIM,V/FP•17.000 p16 9/B'X 2 I/C-M PA HF FM ASTM 9C AS IE6'0 SICK CK&MMM—.1. M CLECTAGRC GOR RACSFEM.0-nD ELECTRODES FGR tTAINL[6B tT[R VELD DI IICTALUTICM.MIH VD'm]/D'STITCH VELD X10D MH➢LS-XAGEii 1DI2>9.R9116BND OR STAM.ET FDe09,fpD16➢ Sl6E 19 119'STMDAND WIGHT 4171 MICA.ATTACHED 10 FIAME V/U)0-4.1/2'FMO. • 11 1 SIN OIT—CAPRIN 99/991.X O'C X TRIM V/199 STRIKE PLATE AS PER KAIWACTURCR'S CATAlOO RIS CYA ATTA[Hmn TO GWP V/(4)1/1-2011'KS M STRING PLATO G MILLION IE 1 NOMTISE LOCH,SFJGLGE-11000 SERIES V/,CAD DOLT AS PER IQd FACIUMS?S CATALOG -MGRTISE LOCI ATTACHED V/(2)112-P4XV2'SREVS 13 1 CYLINDRICAL LOW-SC6AIE 0 ARIES AS PER NANFACTINIMS CATALOG ATTACHED TO STRUM RATE V/(27 12-21X12'SCREWS IL 1 DEAD EMT.-SCNIAGE D SERIES AS PER IBNFACTORER'S CATALOG ATTACHED SO STRIKE RATE W(O 2-361/2•SCEYS 15 1 VON DUFRIN 199!1 REMOVABLE MW.IBN WM'THICK A 500 GRAVE B STEEL SEORRED TO 199 STRIx PLATE WITH LD1 5116'B-IBXI'OIGU MACHINE SCREWS 15A I —..STRIP OATIONAI.WAND PRODUCTS 9120011 NEOPRENE Summit WITH DOODLE ROV or oulal SMS SCREW$B I'SROM EAC(END MO M•D.C. • LAS PREDtILLLD DT MANUFACTURER) 16 1 TIRESNOLO W1710MAL GUMD PRODUCTS 99%HA) MANNED AaSUN AN 16063-M ALLOYS B'X6700' 0""THICK.ATTACHED TO SOAR V/3/16-m 1 V/'F.N TAPCGN ANCHORS V/l'1/4'NIH EH9CI1NEMf LOCATED B 2 3/1'FROM EACH CND AND N•G G 17 1 1 1 12'INSIDE BAR REI(FORCING FOR DOOR GALVARMCAL SMCL OR STAINLESS ACO. 125'K N'I W3V MIX THICK ID I 1 DmR SURFACE BOLT REWORDING GN.VANWX STEEL DR STAINLESS STEM 11 DME DOOM)X 4687'm 3.590'•9000'LONG PROYULI"Mono 19 AS NEWS V9'LESAN VISION UTC AS PER IWNFACTURCR(WYIM INDUSTRIES,LTO SEE SHEET 0 FOR DCTAILS L G1NP0FM5 Al q 191 AS PENT 12'LEXM 4141-[[-10 4115101 LITE K PER MNUFAC1VNEp<AIR L0IVORS,UCJ SEC SHEET D FOR DEEARS L COMPONENTS MIdb2 Cc91 W Q)0'1MIX EIWMOCD PD1.YEITPEMC IOWA DGR[OR]/1' 478'TACK DOM CORE,EIPANOW PRYSTTHM[BRIO SUS)RI010 BOADO TYPE L 90MODO TO FACC SUER WITH CONTACT AWES(VE A7.MISOND D 6320-1 AanP11An H0�-0(11.4 20 I CELL PAPER IOIETWN6 PCF CONFORMING TO ASTN C570 eY DVMMT PRODUCTS I.I.C.OR 3/1'CELL PAP01 APPLICATION RATE DF 7 ORNIS PER SPARC SGOT ON ALL CORES ESPIT'� IOII[TCUMB. p proTO INE Wdi AT TOP NIB ROT ON To IEPDFR A iHKSNRD p[SPCLIIv[lT 21 1 8'LONG 1 275 D NAGER SURFACE BOLT SMLL V/USD6D FINISH 6 D0gy SO BWR V/(1)910-21 m I V2'T1W1 BEET[ACL COMECTIOL MINI 22 AS REVO TApEDN A.m10Ri STEEL 3/16- 1 VI' IRYQF YEY�y(pp 23 1 MONISM LOC(AND RM PANIC DEVICE REINFORCEMENT GOO NH THICK GALVANNEAL STEEL OR STAINLESS SAM SEE SHEET 17 FOR SUDCO(AMTS "^Phok 24 1 1161 CYLIN0A106 LUCK AND RAD DOLT RCINFORCEHENT SATIN WAY SIEELAR STAINLESS STEEL SEE SHEET 16 FW DETAILS 'OZJ6.68 25 1 DWI sUAFACC CLOSER RCINFORC]NENT 61741 MIN THICK GALVANNEAL STEEL OR STAINLESS MEL 11 GAGE(6071'MICA m 3 1/2'X LAOS m 16.2!0'LONG, 26 I WOR TOP/CAROM END CHN0H0. Ifi GAGE GALVANNEAL STEEL OR STAINLESS STEW Ifi GAGE WO'NMI X L61D'K MIS. 17 1 ,'2'ASTRAGAL ROD,HIM.THICK A 500 GRARE R GILVAMEEL SUER OR STAINLESS STEN 6076"NIH 1MIX M P.00•m NEH162!'X 01.1@16 CB L DWI SMAP IN TO CM W CAGE OALVAIBNV.I sW0."IN A-6!].A-60IX STAUE.ESS SIEEIA 1[C SHEET lA FOR SIDES ' E9 AS RW'D CNAKUNCr GE SRIGON:11 N/A FGFI/i 30 AS RCG'Dl 993 IKN CSSAM STRUCTURAL SIS.1— N/A 1 r AAL Q• ...........N N/A's P•LOR(RA BUILOINO CODE(HIGH VELOO"HURRICANE ZONE) AA1 J6CN$F\"'[ ®ssUE.Osm yt 1mlRmuwo) WURLE i SINGLE SERIES 18 0 T!PNIMWO�COW[RCI «G m. IB AIS! 304 SERIES STAINLESS STEEL WITH Fy =45.75 Ksl ' No.44.167 OA'18 wo 01LV�EAL SOR�uNLE lTFGEfR�ANEAS• lD./AD• AND Fu= 101.38 Ksl iw5x Rleoss2o 9 aum ASSEMBLIES-I.M. ol— L E C O BMc. DAYBAR INDUSTRIES LTD Wrt ,,cg,/ AALAA mur TXrTnro a[NDRxrca(ND COYMM• a mr D®+1.oAL.vlm _ (0 Iv;:.•`' AL Rw N( N'G13'd 11011 7"'R1-�t'"I w)m eio-«+0�w 12-010 AA Q '-..$nDNAI�`OI((L m H1Av~w,olsan MVUM W r�moanD ICA[if/N A TBG[ /AL RIIA 19 07 19 • Au/ApAP noroW Ilc/1�Te7 4 ERTIFIED '.�LN(jj ABORATOMES F15 Architect,ural Divi-slori - 72S2 (407)384-774-1 (407)M4-7751 "Veb site: Www-vt1arch-com E Rif: ('Var( -rom Report No.: CTLA 2037W-2 DC Not. No.: CTL 10011 PjW June 28, 2010 CTL Certification#: 08-0528.05 Test Dates: June 21 260, 2010 Test Requested By: Ingersoll Rand 9017 Blue Ash Rd. Cincinnati, Ohio 452,42 Tests Conducted: TAS 201 (Lg. Missile), TAS 202 (with deviations, no water test) &TAS 203 Desivi Pressures: Specimen I (TAS 202) - Outswing + 80.0 psf. - 60.0 psf. Specimen 2 (TAS; 202) - Inswing +60.0 psf. - 80.0 psf. Specimen 3 &4 (TAS 201,TAS 203) + 70.0 psf - 70.0 psf, (1)DESCRIPTION OF SERIES Model Designation: SZ Series 3070 Steel Commercial Flush Door, 18 gouge Overall Size: All Specimens - (Frame) 40.00"wide x 86.00" high x 5.75....deep. Configuration: All Specimens - X No.& Size of Panels: All Specimens - (1) Slab 35.79" wide x 83.19"high. (2)MATERIAL CHARACTERISTICS Frignie, Material: All Specimens ASTM A-366 16 Ga. Steel, cold rolled as stated by manufacturer Frame Construction: All Specimens Cold rolled steel measuring 2.0" wide face x 5.75"deep x A09peiiing. Mitered comer tab and slot construction. Extruded alumii m, rng ,. *"* I 0.500"high x 5"wide x 36" long coped to fit into mai e segal. three(3) #12 x 1.50" wood screws. No 20124 -LU= z O -Z 0 Rio N A Page 2 of 8 Ingersoll Rand Report#: CTLA 2037W-2 Slab Construction: All Specimens Single slab measure 35.79"x 83.19"x 1.75". 18 Ga. Galvanized steel skins, Polystyrene core laminated to both inside faces. Vertical edges square with a continuous mechanical seam. Top and bottom rails contained 16 GA. steel channels measuring .688"x 1.660"k 35.66"long, spot welded to face sheets nominally 2" from each end and 6"on center thereafter, Lock reinforcement is 14 Ga. and 8 Ga. hinge reinforcements. Glazing: N/A Weather-stripping: All Specimens QTY DESCRIPTION LOCATION One(1)Strip PS-074 Weather-strip Frame Head One (1)Strip PS-074 Weather-strip Frame Jambs One (1) Strip Bulb vinyl bumper basket .250"o.d. Length of threshold One (1)piece Fas-seal door sweep two (2) fin Slab bottom Hardware: All Specimens QTY DESCRIPTION LOCATION Three(3) Ives 5BB I hinges 4.5"x 4.5" x .134"thick with Three in each frame jamb four(4) .2 10"dia. X .525"self threading measuring from rabbet in head Phillips head countersunk screws to frame and to center of hinge at 9.75", four(4)Phillips head countersunk screws to the 41.69"and 73.625" leaf. Six(6) Wire hinge spacer. One behind each hinge on door leaf. One (1) Falcon T series, Grade 1, cylindrical lock 1/2" Door Slab latch throw, One (1) National Guard 950A Threshold w/bumper. Frame Sill. Reinforcement: All Specimens ti -QT—Y— DESCRIPTION LOCATION One (1) Cylindrical lock reinforcement, 14 GA Door leaf lock stile galvanized steel Three(3) Hinge reinforcement, 8 GA galvanized steel Door leaf hinge stile measuring 1.25" x 8" long. Three (3) Hinge reinforcement, 7 GA steel measuring Fri tlZ t . ..... 1.23"x 9.19" Long. ........... �N rA 7 op n t7ro P, 0 �........... iii 'VAL t- //M111WO Page 3 of 8 Ingersoll Rand Report#: CTLA 2037W-2 Weep holes: N/A Sealant: All Specimens Latex caulking as needed to seal unit into rough opening. INSTALLATION: Screws and Method of Attachment: All Specimens Specimens were tested in wooden test buck, installed with eight(8) 3/8 x 4" lag bolts (4 per jamb) and three(3)#12 x 1.50" wood screws. Head: None Sill: Three(3) 412 x 1.5" wood screws located 6.5", 18", 29.5" Jambs: Eight(8) 3/8" x 4"lag bolts. Four(4) in each Jamb, located measuring from bottom to top at 4", 19.97", 51.9", anq,W) III,,, �gH .. p _ N 0,_MU4 .W'.. STATE OF '1 ,��OVpPr Page 4 of 8 Ingersoll Rand Report CTLA 2037W-2 Performance Test Results Test Sequence:TAS 202 Deflection Gauges locations 1. Air Infiltration ASTM 283-91 2. '/2 Test Pressure Positive ASTM E330-02 3. V2Test Pressure Negative ASTM E330-02 4. Design Pressure Positive, ASTM E330-02 5. Design Pressure Negative ASTM E330-02 6. Full Test pressure Positive ASTM E330-02 7. Full Test Pressure Negative ASTM E330-02 Deflection was measured with two (2) 5" CDI Dial Indicators Location#12"above lock. Location#2 Mid-span of fasteners in jamb, AIR INFILTRATION Air Infiltration Tests were conducted in accordance with TAS 202-94 Air@ 1.57 psf. Actual A&wable Specimen 1 .13 cfni/ft' 34 cfnVft2 Specimen 2 .14 CfM/ft2 34.cfinffi2 STATIC AIR PRESSURE TESTS Static Tests were conducted in accordance with TAS 202-94 Specimen I - Outswing Range of test Time(See.) Load Osf.) Loc. Defloction ferm. Set Allowable Positive loads (Design Pressure+ 90.0 psf.) 1/2 Test 30 60 Design 30 80 Loc. 1 0.286" Loc. 2 0.149" Test 30 120 Loc. 1 0.022" 0.333" Loc, 2 0.04191 0.128" Negative loads (Design Pressure—60.0 psf) 1/2 Test 30 45 Design 30 60 Loc. 1 0.322" Loc. 2 0.087" Test 30 90 Loc. 1 0.140" 0.333" Loc. 2 0.014" 0.128" All Permanent set numbers are gross numbers Location(1)- Max. allowable Perm. Set after test load(0.4%of 83.25"span)=0.333"\\�'5�; C. P'q Location (2)-Max. allowable Perin. Set after test load(0.4%of 32.0"span) 0.1 2V1, 1q:" < ®r.: sTAT E Or- .. ......... /C Page 5 of 8 Ingersoll Rand Report#: CTLA 2037W-2 Performance Test Results (Continued) STATIC AIR PRESSURE TESTS(Continued) Specimen 2-Inswing Ranze of test Time(Sec.) Load (vsQ Loc. Deflection Perm.Set Allowable Positive loads (Design Pressure+60.0 psf.) 1/2 Test 30 60 Design 30 80 Loc. 1 0.336" Loc. 2 0.091 1, Test 30 120 Loc. 1 0.145" 0.333" Loc. 2 0.0151, 0.128" Negative loads (Design Pressure—80.0 psf.) 1/2 Test 30 45 Design 30 60 Loc, 1 0.275" Loc. 2 0.145" Test 30 90 Loc. 1 0.023" 0,333" Loc. 2 0.042" 0.128" All Permanent set numbers are gross numbers Location (1) -Max.allowable Perm. Set after test load(0,4%of 83.25"span) =0.333" Location(2) - Max. allowable Perm. Set after test load(0.4% of 32.0"span)=0.128" Title of Test Melhod Specimen I Forced Entry AAMA 1304-02 Passed 300 lbs Resistance Load peak was 30 seconds Specimen 2 Forced Entry AAMA 1304 -02 Passed 300 lbs Resistance Load peak was 30 seconds Note: At the conclusion of testing,there was no opening thru which access to the Interior hardware,or locking devices could be gained. In addition there WHIS no opening which allowed for entrance tested.The leaf remained locked,closed and no locks or hinges disengaged. lu T 4P P4 t 1W 0'. STATE OF P4 Q�- Z/ ORV N'A Page 6 of 8 Ingersoll Rand Report#: CTLA 2037W-2 Performance Test Results lContinued) Immpact Test:]Lame Missile Impact tests were conducted in accordance with TAS 201-94 Each specimen was impacted with an 8 ft., 9 lb. Southern yellow pine 50mm x 100mm (2" x 4") at the following locations: Note: Specimen 3(Outswing) & 4(Inswing) X measurement from left edge of specimen. Y measurement from top edge of test specimen. Type and weight of missile: #2 Southern Yellow Pine 2x4, Length approx, 89-5/16"& 9 lb. Specimen 3 Spec t , t ! ! f ' I I ! ti ! I J � Specimen # Impact No. Speed Ft/Sec. X Meas. Y Meas, 3 1 49.7 20.00" 41.50" 3 2 49.5 33.50" 75.00" 4 1 49.3 20.00" 42.00" 4 2 50.1 33.00" 76.00" titr Result: None of the impacts penetrated the specimen. �\\01t•� •a�tr,t,111 0 e4��� M "' STATEE of r' .'S \`' Page 7 of 8 Ingersoll Rand Report#: CTLA 2037W-2 Performance Test Results (Continued) Fatigue Loading Test Cycle tests were conducted in accordance with TAS 203 Specimen 3 & 4 Positive loads Design Pressure+70.0 psf. Range of Test Actual Load(psf.) #of Cycles Cycles/min. + .0 to 0.5 35.0 600 56 -F .0 to 0.6 42.0 70 56 + .0 to 1.3 91.0 1 Veffection Set 671 cycles completed 0.375" 0.00" Negative Loads Design Pressure-70.0 psf. Range of Test Actual Load(psf.) #of Cycles Cycles/min. + .0 to 0.5 35.0 600 56 + .0 to 0.6 42.0 70 56 + .0 to 1.3 91.0 l Deflection Set 671 cycles completed 0.250" 0.00" Result: Specimen showed no resultant failure or duress after cycle test. No failure of fasteners.There were no cracks longer than 5"x 1/16"through which air could pass observed. The results obtained and reported apply only to the specimens tested. Comment: Nominal 2 mil polyethylene film was used to seal against air leakage during structural loads. The film was used in a manner that did not influence the test results. Drawings to be Submitted: Submittal drawings numbered, 2037W sheets 1 thru 3 of 3, and marked with the CTL st are a part of this report. µ��l�i � 'fit Q.' STATE OF Pt 0 RIO CM11ZTD ,,nNGLAB0MT0RtES a ARCHITECTURAL DIVISION 7252 NARCOOSSEE ROAD ORLANDO,FLORIDA 32.822 & : 11�a Date Verified:___ a R E V I S I O N S 1� 40' Verified By:. LTR DESCRIPTIDH DATE APPROVED 1 FRAME WIDTH A APPROVAL DV6 as/zsilo IJI 3e. 4,W MAX 2r (-SEE NOSE 6. i- E tf7t,E A m I 9.750 T r � i 1 IF""m 1 6 7 MOSES yah I S 1 2 /()... 3 (SEE NOTE 0.) /GJ L ME REIV OF P=74 VEATMMTRWOE PER JAMB NM MAI. 1 n / �1 ® a ANKH t REQUVE]p(rs lTl SFE SMT 2 FOR TESTED ANcMoR AND vwALLATUI w �y fE WRE EN & OF H®UE EX r INTERIOR R 3.Hmm.iE1XTiRF1 ms- 1011.0D AI ILES LMATOO 9.75' FROM_RABBET D1 HEAD TO a OF TTP H mm 84' t 8 10.38',FROM FLIM TO CL ff BOTTBK H NGE, 1 SEE SNI B EEQLIA LY,SPACED IN BETVEEK 1 0 4. SEE SHEET 6 FOS.AVAILAOLE,StjAKWB.:OPE1@I< SIZESS AM SPECWICATEIN& j E0• SEE SHT t3 5. IW�VARE INSTALLATION.&S PER IIAHIFAC 1WEWS INS'TR>CTTJM 99.675 6 r TACE HEAD aS'AVA71 An E WHEN FRAW IS GRMrF D WITH CONLRETE 7. APLLY.,CAt1JI AS.tEEDEa i &PRODUCT IS'NDT:APPRVYED*UtE wAIER MEtTRATM E OC ttT FEQUFMAEKT tS NEEDED t >TEII GUAM"I OE50aprCl1 tiU1TIItlAL" SRE 1 TIP L BTTH 10.375 SECTKN H-H v t 40 --IZoDoA. mokx- MORTISE LOCK ASW ASN SEE NOTE 7. .- v4-X 1-3!4.4AFCM 2 SPA O 71.$0" $ NOTE 3. 4.5•X 4.S RTIT MGE5 .734 SOL (4)/12-24 ONS PER HOK.E OR �L-VSCRLVF ,-{3� cbw CD Kucm //_L 9 1 35:88`X 81.3'UAK t 52V 1i1 t0 t 5uxx TTP SLL GASKET.SHL2 tt t NAT-L.0 1H�96a .700' ALUM, 6053 T5 S S'X 0.5 X 36' YAX SILL INSTALLATEN RYPICM) t 4 P.t4 2 >>rN X t m 16 40OS'SUM 4II' FLAX �,w,,,t, 15 zna ' MAX OpIngersoll Rand :,�,,Off � STd. .. ML 0 Nati, U H WU TEST` YMF ��aro FOR SZ SERES 91GLE RMSH 0008 0 BY STEELCRAFT 1f1H LOGICS 6Y FALaw "® 2037W A S£C'F$11 A-A ZJ ,y�pry,, SHONM wrrm °R""'mx NTS I AUTOCAD 1 3 R E V I S- 1 © N S I A 0, I I LTR DESCRIPTION PATE APPRDYEA 4" OF PART 8 SLOTS A TEST DWGS. 06/29/10 F II i fes'35.625 —� 0.75" BENT TABS 1 I nZOELE T❑ SECURE ASSEMBLY SECTION FAS-SEAL DOOR SVEI P 86" 9 TOTANC ORS MA � NT3H 31. 3 0.25 0.5 2 PER JAMB } 5„ �. of waoD STUD NATONALVC�a MD 9 S s�D KD' 15.97"ANCHOR TYP. OR WMPRE E 'KNOCKED-DOWN' ASSEMBLY Z 4,+ {� MEAD REFER TO _ 2" SILL INSTALLATION DETAIL 375" (SHT.1) cr mw c\ 1.94 40` 5.7'5,, LOCK—INIt"o 19 WELD—IN --I 0.375 I-- CALLVFADII��;YP� EXCEPT VTEH SPECIFIED) EXISTING MASONRY ANCHOR (EMA) PS--M4 HRIGE JAM STRIKE JAMB 1 WITH LAG BOLT INTO WOOD STUD WALL o Ingersoll Rand i EE3 SecurityTech :cs +� Tr..F DAM OOUIiY .ZR vw ZAR 1 • p s ��rEliurU' +' $ YMrr ar�nD ANCHOR DETAILS / MOUNTING CONDITIONS i 3/s X A I LAG PAIr IJ ARCHITECTURAL DIVISI0N ( SHIY SPACE 7252 NARI'iOOSSI:iE R©ACj � nrt .• a 2037W A t/4• YAx ORLANDO,FLORIDA 32= x ` N iS AUTOCAD SiT 2 of 3 C'I'LA No. Date Verified:_ 5cA, o Verified Bv._ { ! DESIGN PRESSURE RATING I R = V i S t ❑ N S MAX.DOORSI MIN.LATCH THROW IOLITSWINGI1148MNG LTR DESCRIPI01 DATE ( APPROVED 3070 9116' +BU-60PSF +601-80PSF A NEV YMF 6/29/10 A LARGE AND SMALL MISSILE RESISTANT PER TAS 201 8 203 LATCH I x{12-24 MS THROW \: ICc,WIED Em:IG ABORATOP4S SS Fyr120 KSi ARCHITECTURAL DIVISION 7252 NARCOOSSEE ROAD { ORLANDO,FLORIDA 32822\—# INMEERIOR / F8-120 KS SS CTLA No. ,� Date Verified: csz2 'T tics E>iaRl E Verified By: `�_ -' 4 AVAILABLE I - s' � a ! CYLINDRICAL LOCKSET FALCON T-SERIES PANEL ANEL P1XELi t FUNCTIONS HEIGHT 1 T101 AVAILABLE LEVER DESIGNS OUTSWING DDDR N7TF1 � j{ �SYVNtYG DOOR WiTTi TSO ES MNOPoCAL I t TSdiJES C:LINDFOW. } I LCM BY FALCON { L1X K 8Y FALC*N T501 � t PRIVET W161'k P.fJ4Ei.41E3Tr. AVALOti T381 � � NOTES: T411 n - 1.ALL FINISHES OFFERED. t t 2.SEE CHART FOR AVALLA LE FUNCTIONAL OPTIONS L 3.ELECTRICAL INSTALLATION IS UNDER SEPARATE APPROVAL AND MUST BE ' REVIEWED BY CORRESPONDING AUTHORISY. T571 4.THIS LOCKSET IS APPROVED TO BE EQUAL ALTERNATIVE TO BE USED IN SINGLE 18 GA STEEL COMMERCIAL DOORS HOLDING CURRENT APPROVAL WITH MTD PANEL HARDWARE LATCHING, `�h .�•'`�� I THE LOWEST DESIGN PRESSURE RATING SHALL APPLY, T5115.THE DEVICE SHOULD BE INSTALLED IN COMMERCIAL STEEL DOOR NO WIDER THAN 36'AND NO HIGHER THAN 84. 6.OPTIONAL SIGNAL SWITCH AND POWER TRANSFER UNITS MAY BE USED T € AS ALLOWED BY CODE AND IF IT DOESNT AFFECT THE MECHANICAL PROPERTIES TS21 ,� OF THIS EXIT DEVICE AND/OR INHIBIT EGRESS. .. 7_ALL ELECTRICAL COMPONENTS MUST BE UL APPROVED. lm S.THIS HARDWARE CAN BE INSTALLED AS PART OF IMPACT RESISTANT UNR. T561 -4t?r�<frtSlK.At� T581 � T851 :S FLORIDA BUILDING CODE YP� a2ua PRODUCT APPROVALT881 GUA"1<"t1F4 '' T SERIES BY FALCON CYLINDRICAL LOCK T341 IRFBCT SHEET 1 OF 1 i a I s " NTS 1 AUTBCAD I .__................................._...._._.._._..._..._........... .... .._....._._.-. _____._.._........................... ......--......TABLE 1. _..-._..__._..__-..._._._._.-..-._..._.....--._-__....._____......_,._•..-_.__.__.__._._...._..._.....«......—..__.._.._._.�................._—._...._..._...._.._......__...... W UAW. DEMON PRESSURE RADNC FAR-C R E V I S 10 N S 4.00"MAX .1.__.__._......._.i SEE 802 5, HDWE FAMILY LOCKING HDWE DESIGN PRESSURE �TR DESCRIPTION DATE APPROVED J6-YA%. _....._.............._.__.__......... INSWING OUTSWING A+701-70 PSF +701.70 PSF APPROVAL D•AC eru3DR1cAL 1eORE0l FA.GOM T OR 0 SORd7 +001.70 PSF +701.60 PSF LOCK •LWTAPRG M EN ROACf NMTRARTIBRTNm1RG5 ••Mor AP —when wArBR lxFurAAnox ARRlx Ree AVAILABLE FRAME'CONFIGURATIONS TABLE t , FRAME SAPS JAY.IIPM - A%ONIUM IN 11 / 8/.OST V1' cUI j as/T+s I4 6721.m• M F srr aa- 7'01I .B"MAX. IH. SAN S 7/ , A7 STEEL le%o3]- ,(�,�•1.�r M31-•, uU0'0' TO' Ot5/HRS l4/.WT I, i Ba'WA%. YIN. �Ly l/.08T - i 1 HEAD Kw� 1 E'MIM. 4•Ana, 1.94' 0.827' i MIN VAR! I MORTISE LOCK CYLINDRICAL(BORED) I FALCON:NA AFAIE9 LOCK WEATHEATRIPPIHG DETAIL FALCON:T00.B(<;R129 VART (ALL 0[MEMSIDNS TTPICAL EXCEPT WHEN SPECIFIED) BEND TAUS HINGE JAMB STRIKE JANE i TO SECURE ASSEMBLY NOTES: I.ALL DIMENSIONS SHOWN MAX,AND TYP.FOR ALL DOORFRAME MODELS Z.ANCNORREOIiiREMENTS: SEE SHEET 2 FOR APPROVED ANCHORS AND INSTALLATION. f 9 Y 3.HINGE REOUIREMENTS 4.5'STD WT.MIN.(NIN.3 HINGES)BUTTS OR CONTINUOUS HINGE I LOCATIONS 8.73 FRW RABBET IH HEAD TO CL OF TDP HINGE 10.38'FROM FLOOR TO CL OF BOTTOM HINGE.EQUALLY SPACED IN BETWEEN.' APPROVED CONTINUOUS MINCE MODELS:MARKAR FM-300,HG-305,STANLEY 661HO, MCXLNNEY MCK-12HD,MAGER 780-224HO,790-900.SELECT SLIIHD.PEMKO FM-SERIES.' WELDED WELDED 4,HARDWARE INSTALUTION AS PER MANUFACRIRER'S INSTRUCIICNS. 'SUA' S,4"FACE HEAD IS AVAILABLE 'KD' SET-UP AND ARC-WELDED e.APPLY CAULK AS NEEDED, •KN00(ED-DOWN• ASSEMBLY 7.USE ONE ROW OF PS074 WEATHERSTRIPPING PER JAMB AND HEAD.INSTALL PER SHT.I I ASSEMBLY B.FRAME CONSTRUCTION ; 8,1,MINIMUM JAMB DEPTH-S 3/4',STOP HEIGHT-D/8' ' ' 98 X 5/0 TRUSS 8.2 FRAMES AVAILABLE AS FLUSH(F-SERIES)AND MOLT-USE CMU-SERIES)(SEE TAeLE.2) MEAD SMS FTi�9 RioluF .._........._._......_..—..__..._. INGERSOLL-RAND COMPANY •' -• STEELCRAFT MFG. 901,�uwM M U.... pNa.52.2 mix-m-~0-...._..---- -...•...__-_._--------................... WELDED WIND AND MISSILE IMPACT RESISTANCE WELG[0IU'M o8/50YH SZ SERIES 1-3/4'3'0'7'0'SINGLE DOCKS 61EeilT6.............-..___._.. F/MU SERIES FRAME IR HARDWARE I MEAD NOTCHED "^""" ANO BUTTED HEAD SITS ON TOP SWWBMYd TIME""'('YL'XY""'_. WE_................_.............. .__.............._._......._..ICV....I BETWEEN JAMBS OF NOTCHED JAMBS '141' ( 2O37W-I SHEET I OF ? C ' 'HMTUSE'SERIES twlo ASSEMBLY ...-... -.-._ - .—_r_.� ....-' ""' NTS AUTOCAD +. _..._.....,_._._....._.....----.....-.............. -- _.._...............................- ..._._.__._._.._.. -..._._...- ................._......_.........._..._ --- .........•..__....._._____�...._._....._....__.�..-- -.............._.:...._.._...._..... .. .....i