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HomeMy WebLinkAboutProduct Approval r-WIN I a E.F, A 9 0 X1(J R 1 S T 1.F T Tj) E f0 j r V�- 71 ii4 e 4 s '4 10;eb Silt: -wWvV,-Uar�:L' 'I", f Report No.:CTLA 2037W-2 pjwjune28,2010 DCNot.No : CTL 10011 CTLCertification fication#:08-0528-05 ]D# M:June 21 2e,2010 Test Reau d Ry: ingersoll Rand 9017 Blue Ash Rd. Cincinnati, Ohio 45242 Tests Conducted: TAS 201 (Lg. Missile),TAS 202(with deviations,no water test)&TAS 203 Des" Pressures: +80.0 psf. -60.0 psf Specimen I (TAS 202)-Outswing 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 gauge Overall Size: All Specimens-(Frame) 40.00"wide x 86.00"high x 5.75...deep. Configuration: A11 Specimens- X No.&Size of Panels: All Specimens-(1)Slab 35.79"wide x 83.19"high. (2)MATERIAL CHARACTERISTICS. Frame 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 4,F5" Mitered comer tab and slot construction. Extruded alu prig 0.500"high x 5"wide x 36" long coped to fit into mai., e Se three(3)ff 12 x 1.50"wood screws. No 20 24J 11UE �t. FE P40 ON�fh9� ------------- 7!7/2(015 Florida Building Code Online �' '.. ""2' ^�q'mrr ♦ s r",'qr r^� n sa � n �.,T }�� j�"'tr 4-�a5. ,� f�"1 rT '•,''� f ; 9 lgyr, yi Sx4 �a { 3 ay " P kQ�,btt4r "u�t5,t , .pry. ` *tam ' i �,h'�',; M, x R h^uCid3pmcnl BCI5 Home Lag In ! User Registration Hot TOPICS i Submit Surcharge i Stats&Facts i Publacatlons i FBC Staff SCIS Site Map ' Lanks i Search Bpusi[n]25 (�} QO Product Approval i CO �SS! alUSER:Public user Regulaion Product Approval Menu>Product or Aoolication Search>Application List>Application Detail 2'y C # FL13884-R5 Application Type Revision Code Version 2014 Application Status Validated Comments Archived Product Manufacturer Schlage Lock Company, LLC Address/Phone/Emali 11819 N. Pennsylvania Street Carmel,IN 46032 (317)715-4073 james.donlan@allegion.com Authorized Signature Jim Donlan james.donlan@allegion.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida License PE-46718 Quality.Assurance Entity Intertek Testing Services NA Inc. -ETL/Warnock Hersey Quality Assurance Contract Expiration Date 06/06/2015 Validated By Eric C.VanHorn,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13884 RS COI PE Certificate of Indeoendence.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence.of Product Standards Certified By Sections from the Code https:lltoridabLilding.org(pr/pr app dU.aspx?param=wGEVXQwtDgv%2bFd42duxgbfCUGT2WPD`/o2fzktan3n5vKrZtmVMZuOIT60Q%3de/*3d 1/2 7/7/205 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 06/26/2015 Date Validated 07/03/2015 Summa of Products FL# Model,Number or Name Description 13884.1 SZ Series Steel Commercial Flush Ingersoll Rand SZ-Series Commercial Hollow Metal Door(18 Door, 18 gage min. gage min.) and F16 frame (16 gage min.) Limits of Use Installation Instructions Approved for use.in HVHZ:Yes FL13884 R5 II IR Dwo 2037W-I signed.odf Approved for use outside HVHZ:Yes Verified By: Gordon Thomas, P.E. FL#46718 Impact Resistant-Yes Created by Independent Third Party: No Design Pressure:+70/-70 Evaluation Reports Other.Design Pressure Rating: MA.Locks+70/-70 PSF for FL13884 RS AE CTLA 2037W Inciersol Rand 3070 Single Outswing; +70/-70 PSF for-Inswing Doors.T&B Locks Door.B'Series TAS Electronic with Drawincls.Ddf +70/-60 Outswing; +60/-70 Inswing poor. Not approved for FL13884 R5 AE CTLA 2037W-1 Ingersol Rand 3070 Single Water infiltration resistance. Door MA Mortise TAS Electronic with Drawings(2).Ddf FL13884 R5 AE CTLA 2037W-2 Inaersol Rand 3070 Single Door T Series Corrected with Drawings (2)xclf FL13884 R5 AE ER 52011-OOlR1 signed.PDF FL13884 R5 AE FL13884IR2010-001R2 signed Anchor Calcs.Ddf FL13884 R5 AE IR Evaluation Dwg 2037W-B signed.Ddf Created by Independent Third Party: Yes Scck PioXt Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida :: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail'address released in response to a public-records request,do not send electronic mail to this entity:Instead,contact the office by phone or by traditional mail.If you,have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made'available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: W]® M securita akriuc>- https,/tfloridabtilding.org/pr/pr app 0aspx?param=WGEVXQwtDgv%2bFd42dLixgblCUGT2WPD%2fzkum3n5vrrZtmVMZuOIT60Q%3d%3d 212 i ! 40'MAX. TABLE 1. DESIGN PRESSURE RATING TABLE R E V II S I^0 N S 4.00 MAX. SEE NOTE 5. HDWE FAMILY LOCKING HDWE DESIGN PRESSURE LTR DESCRIPTION GATE APPROVED � 36'MAX. INSWING OUTSWING B APPROVAL DWG 07/2B/l0 I MORTISE LOCK FALCON:MA SERIES +701-70 PSF +701-70 PSF c APPROVAL DWG - (JRo) 04/18/11 1 CYLINDRICAL(OOHED) LOCK FALCON:TOR 8 6ERIE9 +601-70 PSF +701-60 PSF •LARGE A BMALL MISSILE IMPACT RESISTANT PER TAB 2011203 •'NOT APPROVED WHEN WATER INFILTRATION REQUIREMENTS AREIN PLACE i TABLE 2. AVAILABLE FRAME CONFIGURATIONS f 1 FRAME SERIES JAMB DEPTH -?MAXIMUM DOC I OPENWC S12E MATERIAL D -HEIGHT DESCR. QA. k�S 14/.067. 88-MAX, f MIN. 3'0' 7'O' 12/.099' MIN. STSTEEL l STEEL 19/.053' 04'MAX. yV 573 3'0' 7'0' CRS/.M RS 16/.03J' I! MIN. GALV 14/.DBT I 2' HEAD s NIN,� 2'KIN. 4•NA7L 1.91' 5623• 9.75' HIi1 VARY MORTISE LOCK CYLINDRICAL(BORED) FALCON:MA GERIES LOCK F�QM AND FALCON:TOR B9ERIES NEATHERSTR[PPING DETAIL VARY fALb DIMENSIONS TYPICAL EXCEPT WHEN SPECIFIED) BEND TABS TO SECURE ASSEMBLY NOTES: HINGE JAMB STRIKE JAMB 1,ALL DIMENSIONS SHOWN MAX AND TIP.FOR ALL DOOR/FRAME MODELS i 2. ANCHOR REQUIREMENTS: S SEE SHEET 2 FOR APPROVED ANCHORS AND INSTALLATION, 9 M i *DE1 J.HINQE REOUIREMEMTS4.5'STD WT. MIN.(MIN. 3.HINGES)BUTTS OR CONTWUOUS HINGE2 LOCATIONS: 9.75'FROM'RABBET IN HEAD TO CL OF TOP MINCE 10.38'FROM FLOOR 70 CL OF BOTTOM HINGE•EQUALLY SPACED IN BETWEEN. APPROVED CONTINUOUS HINGE MODELS: MARKAR FM-300,HG-305,STANLEY BEIM% MCKINNEY MCK-12HO;HAGER 780-224HD,.790-900,SELECT S.11HD,PEMKO FM-SERIES. WEWELDED 4.HARDWARE INSTALLATION AS PER MANUFACTURER'S INSTRUCTIONS. KD, SUR 3. 4'FACE HEAD IS AVAILABLE. ( 'KNOCKED-DOWN' SET-UP AND ARC-WELDED 6.APPLY CAULK AS NEEDED. i ASSJ-DO ASSEMBLY 7,USE'ONE ROW OF PS074.WEAIHERSTRIPPINC PER JAMB AND HEAD.INSTALL PER SHT.I S.FRAME CONSTRUCTION 8.1;MINIMUM JAMB DEPTH - 5 3/4-,STOP HEIGHT- 5/8' I HEAD'SMS,TRUSS 5.2.FRAMES AVAILABLE AS FLUSH(F-SERIES)AND MOLT-USE(MU-SERIES)(SEE TAGLE.2) , _.. eANus INGERSOLL-RAND COMPANY STEELCRAFT MFG. •. —� 9017➢lw1 h Rd.""0 OW.45242 WM13ED r- w Q wm�Ecr.u�l_fir7L Y'6t'iNNlt4[0..___. .. WELDED Ymp 06/30/1¢ SZNSER ES 1-3D AND /4' IMPACT SINGLE DOORS I HEAD NOTCHED -I4 F/MU SERIES FRAME AND BUTTED HEAD SITS ON TOP TR HARDWARE — os3ao'vcu 1 —"�siu'itAr BETWEEN JAMBS OF NOTCHED JAMBS 'nU' 1-oTw2037W-1 SHEET 1 OF-2-_--�2rC 'HULTI-USE' SERIES •--- ASSEHBLY ' AUTOCAD I 1 - L. i i ® MASONRY ANCHOR © ypOp gTEHp ANCHOR ©STEEL STUD ANUHOR R E V I. S I ❑ N S 11 INTO tltOUT RLLED FRAME AND BLOCK WALL ♦ !LTR OESCR]PTLON DATE APPROVED Op" r 6 o t S 3.Xr B I APPROVAL DRAWING— YNF 07/20/10 —: — f aia 3 aPDAfIO C APPROVAL ORAR•NG JRD 03/18/11 ly n•f rw y Air Y.. b Y.,E3:,A .._-- — w w [i�R11�r w >tAr u �yy6 1� Y•I•'IE PH'YLL 1 6 OAS[WIp1[q BASE/NCHON .7 1 BASO ANCHOR 1 PER JARS 1 PER JAMS i 1 POt JAW ��;;yy;�,!•''•• (OCTAL T17 (DCTAII'Dl (OC1AA.>n a.`7i6 .)ri6 a un —aNn ,u ta• an-- SEE NOTE S STEEL STUD ANCHOR IALLA i0 OCTD-N OR LOCK-IN CL Of PMT R SLO15 MA50NITY T-ANCHOR WINE MASONRY AHTNW Sol IISTAU& (LOC STUD KLO- NN* "ON L D[iA1'A' (LOCK-IN DR NETD-W) EE NOTE 6. ' 112 510 iWlt GSE (S)PER AVOIHxi ry INH.-M•a •�, n I I iMCary ANCHOR OJ 16' sM4, 3 IMJi010Y BRIGHT DA,,,024 "-m•a P11A K to uE SAS'X B.ee' FRAME TO eE ��oRaui Yw.O O80UT FlUSD FAS-SEAL DOOR SMEtP.,rIO SECTION SIE NOTE 7. WOOD STUx 1-7 4'•h )roiM PER EEN STUD WALLS 'D '+••. ......_....• �14iftr::;ja;;., ,4! SLE NOTES 1 d Z. AtR710N SEE STEEL STU I A L `•` ` fl 1 H WJ `SHIN SPACE MASONRY BLOU WALLS 1/4-MAK 1 p EXISTIHO MASONRY ANCI[XH IEIAAT O EEM IIA - i INTO CONCRETE WALL OR tMU WITH LA0 ear INTO .OD StIJO WALL _ I NOTES: •'Iw r•6 OEIIILA T.WOOD OR STEEL STRUCTURAL ML'MBERB .V i. I— E rA Mr °ES ;i'u "E7 ammlo T. I e MUSOF T WOOD BIGnID CARRY SUFFICIENT .�1;:.' OIH•W N••Yc•. ,i- NATIONAL YOU 050 SERIES THRESHOLD LOAD.. WM SLICONC.TSNtt UNIVERSAL rA: ,.0 '•{. -�� OZ NEOPRENE BUMPER 2.TUD NCHO CAN BE USED FOR WOOD AND STEEL I•;f y':I! ANUMdERol ANICMORS FOR VACUOUS OPENING HEIGHTS IS 1) i;� _ ,'•',� b Taw SNOWNTONTHISSSHEET.DISTANCE BETWEEN ANCHORS. 4.FRAWJAHCHOR INSTALLATION MJALL CONFORAITO THE J�,� ;{��; Arr•RC ppxE-1/2• STFFLCRPFTINSTALLATION INSTRUCTIONS,801105 i TAPOGv6EW5 OR PLACES >sH1,NDwD�\� RECOMMENGEO OVS7AL1A770NINSiRUC7fONS FOR STEFI �. EXTERIOR FOR OUTSIONO (J) CES FRAMES,AND ANSUAl 164G INSTALLATION GWOEFOR I rw INTERIOR FOR INSWING DOORS DOORSANDHAHDWARE SILL INSTALLATION S.SLOT LOCATIONS IMAM VARY WITH DIFFERENT DDDR WIDTH. II{I S.DOOR SWEEP•UGIO SECTION IS MADE OF PRO.FAX INFO.109 CCN') sar POLYPROPYLENE XIDLE SECTION + 7.DOOR SWEEP Ot&-tE E SECTION IS MADE OF SA.NTOPRFNE I LOCK-W WELD-IN LOCK-:N WELD pE1A�'a• KA�1°� 410E-73,75,DUITOA¢TER-SHOREA6CALE f r e0+0 Ramus -- :. IN - COMPANY GERSOLL- RAND C Y : . _ ® $TEELCRAFT MFG. �:•� O - - 9017 BlueA.h Ad ChdrvisEl OHO 438/E ,. C •' THIRD ANGLE PROJECT N_ )TLE tBC'APMiOVA[—' •.--- s•M 9A.LE J %D'W/Y IAN,pAeE01,gM 79& MQCANCHOR DETAILS./ MOUNTING CONDITIONSJ/0 x e•W/2'ION.DIBEDI�NT � SINGLE DOOR VITH LOCKS BAWL(LO CKBOLT) t/• wow STUD WALLST JAMS BASE ANCHOR -- BY FALCON HED MAD(SiEI'4F ANCHOR) SEE NOlt 1. CONCAEIC DR RED HEAD(WE HT ANCHOR) (WELDED OR ADJUSTABLE) APPROVED -SOE-I- TIXf 11 OiWT Fll1FD —�R�- aM BLOCK WALL , 2037W—I SHEET 2 OF 2 C ' AUTdAD I MIAMI•DADE MIAMI-DADE COUNTY c PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION -r(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwrv.miamidnde.Qoyleconomy 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 manner, 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 Hin•ricane Zone, DESCRIPTION: Series"LS-I8"Outswing Commercial Steel(Galvanneal or Stainless)Doors w/16 ga Frames &w/wo Panic Exit Device-LM Impact 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 hie,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 for 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 change 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 beena.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 lowed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall bt; done in its entirety. INSPECTION: A copy of this entire NOA shall 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,this page I and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Clianda,P.E. f NOA No.15-0123.02 CMIAMFDADE COUNTY Expiration Date: AffIl ,2tU laaamoffiLrw Approval Date: April 23,2015 Page 1 �1 Daybar hidiistries Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's parts and sections drawings (Submitted under files#12-0216.08/#10-0217.05). 2. Drawing No"1210 Rev I",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 Inc, dated MAR 22, 2012, signed and sealed by Walter A.' Tillit Tr,,P.E. B. TESTS (Submitted under files 912-0216.08/4 10-6217.05/409-0323.21) Original test conducted per SFBC PA 201,202 and 203-94,now ternied 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)Uniforin 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& 7EM% signed and sealed by Vinti 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.Till-it 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 I. Tensile Test report No.Job#0279-0719-03,dated March 02,2004,issued by Q C Metallurgical,Inc,per ASTMS-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"BPS-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 Produce",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 #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, Manufactarer/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). ["t2L, , I- I Isliaq 1.Chands,P.E. Product Control Exanihier NOA No.15-0123.02 Expiration Date: April 07,2016 Approval Date: AprII23,2015 B-1 DI F, E- . "A r .1/, )-T 6@LU7j --0 t8 f9 or 21 2 14 4 9 ggam za 4 z ' - N. F A 9I B Ell 0--- @ 12&@ r 17 For or C, C, ere -L4 z—\0 ,R . -•W a. 4-W L L21 1 vwe ws D G I A�M L �QR 11 EVAASSEWAI Y 1 TION 1,P INTERIOR ELEVATION PAIR TRVI m JZ)DETAII so UTAIL NEI CUM Rs!2 MECE ITWLEUIMMAT •4 I/P'HAGFR Sim Lutz MR • 4 1/2-MAGER MOON IR TM AUTT HINGE AVD PAODUCI s"Cwf�, V13N DUPRI j!�Affin I NIN q 1. 1 1 SIM.1UI1 81NOL 00 -E-1-S� JIM ftIdgELMTMOtlG ;P1Cy12.'"qh4FWd0 DOOR CORE ITER OR • A]Va Vf ASA STRIKE-FOR kJOU A A=fft 1-0/2-2_ ammW POLYS EM FRIJT Fi VISION I TE K mng roL@LF%PANAED POLYSTYRENE OR H(kQ'YLLNR"PER FULL FLY; A 'I E1 SL S11 IC�V/ 'X PP'DOOR CUT-OUT 46%mS,INC, — 0 NARRM&ITE(5-my p�.,2 Wx&%.Wv% INARENVOLIMP, I F R6RRW ITE qC'Vfi .4 -RNING R9957 AZIN • 'IYH 2 8'MAN g-M-TV4 IN MW=N— —R MAX. PRESSURE RATINGS • abW.Qk (CUTS ASA DOWN CUT-GUT NARRnVLJTt(9 WW4�- z dg VING SME 1.DOUBLE DOERS W :Z.%- - PANIC CLDEVWES) 1. A=DEMON PRESSURE RATINGS VCH ELIPRIN R144 — MAX A=DESIGN PRESSURE RAMOS a SINGLE DOOR w TWO UWACE 3M.T 1 +7.1 PSF (OUTSM SINME mm SURFACE BOLTS 1,ZWELE DOOKS V/ POSITIVE SO Rm SURFACE V _S P CC NEGATIVE &DOUBLE BOORS W NW&A POSITIVE 1 463 POSITIVE I I NEGATIVE 1 -6-5 PSF NEGATIVE Oil AMIGA BZ!�,6r E(HIGH YMMITY HURRICANE ZONE) ASSEMBLY ELEVATIONS # 1, R 9, 3 VIVANN ON STAMM wcv_om W 1111 n' Al' t"Sy' 0"'MA"m 09 STAMM 3Q FRAM',SEE SECTIONS ON SHEETS 5, 6 & 7 rum twoosm&MAUI ASSEWSM-LW ILII: ECO DAYBAR,INDUSTRIES LTD WE SEE SHEET 3A FOR MAXIMUM A.S,D. DESIGN PRESSURE RATIN 3 r SCHEDULE FOR ASSEMBLY COMBINATIONS, 12-010 .. 403/(1•KAY,FRAME WIDTH• -.(d 9/@•NAIL tiL4 vm7H=-• DETAIL 116/9 L1 'DETAtl.Y16r9 ^•-3V MAX DWR WIDTH SIDE •-26.1"DDDR W1DTR H E0.SIDE �i X12'IIAX-• ,,,, .-I2•I171 Ft-1 cI �.. IR LITES ARE PERMITTED I r -� THAT L[TE SNDWT7N6�F VjAM`�D MUST NAVE FULL FLUSH CONTACT WITH MT PORTION DF DOOR 19 or 9A �+s£E DETAILS am mccT drill A 8 ' y� 1 13 11 44 8 3 L..—J +� " Al FRODuCT"New" s @ —1 AWN: X-dLZU •f— LTt U r TTF• '9,� ,J bpi fe�� d'Z 26 16 I E DAVuI� •.�. els• 1D• lo• 1G• Y ta•D.G Naz I6 I G IW as Rax. MA% RAX. MAX. "-d•Td• e.Ts• .I M� eTd• ■ FLAT NCpD•ypCHTN irR W'i MK WASHER R In ii W/CAA(n T 112�Af (1R FRAME iLOCKglym.plwi.111, y/DEAD CHI AT 4NII AND HEAD Lp� + - ;Aw nnDa rsTRE rart16' al Ennp =URA ytctON i_7,� it iprUns� <Gt1TSL+ SniCi DOURS PRESSURE t SURFACE BGLTS) � xl6Kr ,,f p TiL[ry I PGSITIVE ti ""••••••• `r'�'Tqy -53.3 PSf �a MAX IA.SUNGL DESIGN PRESSURE RATINGS L '• �ENSF NEGATIVE r (GUTSWING•SINGLE DGGRS WITFiOIIT SURFACE 1113L75) ��5� 11• 'yp,�, ' POSITIVE +63 PSF FLORIDA BVAZM CODE(HIGH'VEWCTTY HURRICANE ZONE) NEGATIVE -33.3 PSF 1 mAau rixo IR,iacM�.a1 MAU A r SEAMS Es1d oulsmdG DDWRERCIAL 'gf OALVAIWEIL OR AtW"STCTL DGdA SCRIES'Ad m 6UEMBLY ELEVATIEINS #7 7-EMB a ......oa�� *�, Is `L ��m o ` �.M ai'`A` SEE SECTIONS ON SHEET 7 `'- p ..... ' �4 9Ctud• DAYBAR INDUSTRIES L.TD GATE yA•S�Dt3FLAITIIIT FrrluNGtai3N01AFANaWD/NT txvm�aY Rmc Fro •: Plgoa w.�Mr f[R EW mtl-Emo 10l IiA-.m. 0-010 SEE. SHEET 3A FOR MAXIMUM A.S.D. DESIGN PRESSURE RAVING ""�rt-waw""":`A°°�� SCHEDULE FOR ASSEMBLY COMBINATIONS. T 4"wn I N1W moor 3 0119 MAX, kS,I). DESIGN PRESSURE RATING (psf,) 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 it JAMES ' ASSEMBLY H1 ASSEMBLY #2. ASSEMBLY 03 ASSEMBLY N7 ASSEMBLY 07-EMB % (SEE SHEET 2) (SEE SHEET P) (SEE SHEET 2) (SEE SHEET 3)- (SCE SHEET 3) 6 0.1.57-DtA,x9 1/2- LONG WIRE ANCHOR (SEE DETAIL 21/17) +70, -65 - +65, -65 +65,-6� +65,-53.3', +65, -53.3. 7 2 PIECE COMBINATION STUD.ANCHOR (SEE-DETAIL 20/17) • +65, -65 +6%-65 +65, -65. 465, -5�3.3 +65. -53.3 B EXISTING.MASONRY ANCHOR L E.M.A. (SEE DETAIL 22/17) +65, -65 +65, -.65 +65, -LS +65, -53.3 +65, -53.3 9 EXISTING WOOD BUCK ANCHOR +65, -65 +65, -65 +65;-65 +65, -53L3 +65, -513 W/WOOD SCREW LAG BOLT & E.M.A. (SEE DETAIL 22A/17) 9k 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' 9B STEEL FLAT HEAD MACHINE SCREW 6, 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, -53.3 +65, -53.3 .+65, -53,3 NOTES ON FRAME HEAD REQUIREMENTS PRODUCI Amvw4b 1, FOR SINGLE & DOUBLE DOORS INSTALLED AT WOOD FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY AM -1 RETAINED 13Y 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 BY WELDED TO EXISTING BUILDINGS STEEL FRAME HEADER FOLLOWING DETAILS AS PER SECTION H, SHEET &'DETAIL 23D ON*SHEET 17. nWoucirmwo 3. FOR SINGLE I& DOUBLE DOORS INSTALLED AT CONCRETE /MASONRY BUILDINGS, DOOR HEADS NEED NOT BE A.".m. ATTACHED TO EXISTING BUILDINGS HEADER, APPLICABLE TO SECTIONS D & F, SHEET 7. 1 67 FLORIDA 13MLOW CODE(MCH VELOCITY HUMOME ZONE)l No. I)OUKK&$=L9 SOUS 13316 QUIMMO COWa=L 310 IL W 11"0'.,. am m WLV OR 1.0,/All. I 0AWAwxr.:l$t=IQ ME to k CLAZED ASSEWBUES-L.M. DAYDAR INDUSTRIES LTD cal N f. 12-010 sry mw r�� 0-0mrif %w J, MAX, DOOR WIDTH' MAX. DOOR WIDTH (SEE'SHEETS (2 8 3) 23,0 MAX. DOOR WIDTH MAX. DOOR WIDTH (SEE SHEETS t2 8 3) 4 0 r.'l 4 0 (SEE SHEETS (2 & 3)' (SEE SHEETS 61 3) RIQ.D75 ^2 0 13.0 M m � r M z o .•��(�.�� 1.969 Q a 2. 0 37,125 u�. m ` SN 45.048.0N WN M.d• ®•II. 11 13.0, rn N1- sy wN ICiI x . OH 3.510 13.0� �;yw a. o—T 13.0 � 13.0 �9.OM9o� 9.0 9,0 17.5 I�1 5.0 23.0 9.0�9.01yy - MAX.-DOOR WIDTH MAX, DOOR WIDTH 5A- (SEE SHEETS (2 8 3) (SEE SHEETS (2 8 3) 1,937 MAX. DOOR WIDTH MAX. DOOR WIDTH Tr 250(SEE SHEETS (2 8 3) - (SEE SHEETS (2 8 3) 562 70 13.0 8062 1.937 =F w ® ® 13,0 1n 1.937 37.0 w N 25.5 N 19.562 o w�2 l`2�0 o W 65,0 95.500 aw H �6',5 a y $.500 � I 34.562 =w 21.5W I{ 2L5 `�' I y 13A � { tpepOcvnevwrta �J. ® --11. *17. !•0 155 I - f-5.0 _ J9:0 9.01- •5.0 5.0 a 23 OPTIONAL EMBClSSED 'DDDR �wf s EET C�7NFIGURATIQNS FORM Btn(DiNO CODE(RIGH VEIACOY HORRrME ZON0 NOTE- ...`i ��w '�",ui w�rrrk. .�'�a•�''��tiENSF onn>Hm.�w..amwy �oa°Lsiulttas stuta'aaz&INs;�n1 EMBOSSED DOORS PERMITTED IN °WX- SINGL£S 8 PAIRS'LIMITED TO DESIGN " ,,,. a fiy NO.ghi87 Inu waossm a ouxnED user BUMS-.i'.°M. `'OfAQ' PRESSURES NOTED FOR EACH ASSEMBLY 6 p tial f C « DAYHAR INDUSTRIES LTD 0.R l 7+112PO�EM[IUIMP COOM/rr-Y �� N NRI 1M,wv111. 12-010 •�10 r��,,� mwro.lw 12-x1 0 ",((y,�f OxtIo14 Il NOTCH THRESHOLD Ea•SIDE TO l5 SEE SHEET 11 SUIT'JAHBS,SEAL JOINT WITH O s W/DOUBLE ROW OF )S Il ®DE SILICONE H CLEAR SEALANT Q xI/2'SMS IS FRON INTERI❑R SURFACE APPLIED EACH END AND 4•O.C. ®W/® 16 WEAYHER STRIP �'•' cQ mt 6(SEE DETAIL 21/17) EXTER'I❑R 48'MAX.DDDR WIDTH 49'MAX.DDDR WIDTH 100'MAX.FRAME WIDTH SECTI❑N.A—A SCALFi 3/!6'1' l/8'MAX.SHIM ;NOTCH THRESHOLD EA.SIDE TO ' INTERI❑R SUITJAMBS,SEAL'JOINT WITH S�W/DWBLE ROW OF 2®GE SILICONE II CLEAR SEALANT O T DFxI/2'SNS SCREWS 2l'FROM W/ SURFACE APPLIED EACH END AND 4'aC. ® ® ®(SEE SHEET 10) 6 WEATHER STRIP O 1 1 O rRooun AfD(awr» o �Aienear�wlar e(SEE DETAIL 22/t7) D.12s a72s• N_�� 1�4 0.I25' 48'MAX. DOOR WIDTH 48•MAX, DOOR WIDTH- 100' IDTH 100' MAX.FRAME W16TH rhoOOCT Rev,M,� `„Mryy,wHF,ti Flald• ME b 9 SCALE,3/16'wl• ,1111 IL(��,.A•ti �p�y� JGENSF ✓�5 FLORIDA BUILDING CODE(MGH VELOCITY HURRIWE ZONE) $' 0.44187 puunma.w Ioowoucl Douf u scR¢s u,f oulswuD wHHwcuL BAwAxxTAI.oR eTuxLw arra DDD^w sEnlu"As �•k 1f BADE GALVANNEAL.DR STAIHU:1 FRAME [f. {l H NDOflN!CMD03MMUES-LU.' D,! II.,E C O Tae, DAYBAR INDUSTRIES LTD oAu Ti���,+�,,.,,�'• .+ +11�` fLLM T[I19�f LNOIN[QlINo GOW��!!++r w vm�/NomApcI.ywvr)mt u�',1.f,, .n wi -1W f�1M1•.52IN q uo( 12-070 SUNAI �AA .rue L.•darm Fit olnxmf.x. wvu.( •"^� n¢tr a o!if } NOTCH THRESHOLD EA.SIDE TO INTERS�R SUIT JANBS,SEAL JOINT WITH (SEE SHEET 17) 5 W/ DOUBLE ROW OF •�GE,SILICDNE II CLEAR SEALANT I pbicit2'SMS SCREWS tai`FROM ,5� �, EACH*END AND 4'O.C. ®W/`E1 (SEE SHEET 10) 6 SURFACE APPLIED WEATHER STRIP m a "EXTERIOR 7 o,i25� O.i25- 0.125' (SEE SHEET 17) 48' MAX, DOUR WIDTH —^48' MAX. DOOR WIDTH 100, MAX. FRAME WIDTH SECTIM C-C. 1/4' MAX. SCALD 3/16'-1' SHIN 1/8' MAX, NOTCH THRESHOLD EA.SIDE M P1, HIM SUIT JAMBS,*SEAL JOINT WITH N5 W/DOUBLE ROW OF GE SILICONE It CLEAR SEALANT A Q £ACH£N➢/21 MAN7l�4EWO.SC@1'FROM ®W�(a�l@(SEE SHEET 10) SURFACE APPLIED VEATHER STRIP 21 2i m 111111 ml I I llll�il 111111111 Ili 1111111111 EXTERICIR O or A (SEE SHEET 17) Q9 or A 0.125' 0125• 01125' tn 48' MAX. DOOR WIDTH 48'MAX.DOOR WIDTH (SEE SHEET 17) '100' MAX.FRAME WIDTH c,, „wwtRa4LL �"�R c-a .02 t � = ,lNrururv� r EiBtwM►� A /-c +b 41a9ak �Vy`y44� �^ ' •. FWPJOA BUIUMNO CODE(BCH VEL M$URMCANE ZpN o ND,44'(81 mro La mm 4. 1' DOUM s SING11 tc" o. D. VANAZAL D >fAIB1[37 IIIL[L WDR W/SERILS`A7 7k * ti DADS DiLVANNGI OA 0tA(µtjSII 3{LEL.lAA4[ LnjA6 X DAB005CD k D{A7N A.SSLYBUFS-LY, 0 DAYDA7t INDUSTIES LTD 017"1" ., ROA7L A "°' "w+K•' IAT"r' t 2-010 • '.nurtlRf n°p°�19 Hama no ' rF�amFAw�itAe°1` Lxln D Br le POURED MIN P-2'X4' If6x1%E'SAS SCREWS B 1 � ETCH THRESHOLD EA SIDE TO �__• CC WOOD PLATE r SUIT JANBS,SEAL JOINT WITH ' HEADER So I RON EACH END ANDY D.C. 'F.'J GE SILICONE 11 CLEAR SEALANT I 1/4• MAX, t3!AT ASSEMBLY#1 42! SHIM ©W/ 20 SURFACE APPLIED i 2 INTERIOR WEATHER STRIP 1/2'MIN.GYPSUM N O H N WALL BOARD OR © r. k' PLYWOOD SHCATHING (BEYOND) ED 0 � 2 EXTERIGR SEE MULLIQN STRUCTURAL sTe L p DETAIL 23A/17 9C DETAIL 23H/17 vQi INSTALLATION CHANNEL VtTH 3/9' SHEET MIN. THICK WED 0.25' Q.I25' ,^•, aD Er —36' MAX. DOOR WIDTN ,Y;• _+ ---40' MAX. FRAME WIDTH BEYOND — F STRUCTURAL STEEL CHANNEL ',) SECTION t—J MIN.1/4'THICK n} W �;. ■STRUCTURAL MEMBER AT HEADER BUST HE AEStGNEA TO. SCALE. 3lI6'=1' CARRY 174 nIFT 6 BE REVIEWED BY BUILDING DFFICIAL cPORED QNCRETE' lI CONTI UES SAME REQ'D.. + AS SECTION G 2 20 2 ?'•'; (AT BOTTOM) 21 s�cTION w 20. 20 2 +20 1 .''•� � SCALE,3/I6'=1' STRUCTURAL #10-24xl-112' Cel Q: STEEL CHANNEL g ¢ X C3 +�,. HIM 1/4'THICK toHRU—BOLTS tti w SEE x m DETAIL w 16 K 16 w I110-244-1/2' • w M 23B/17 THRU^BOLTS ,I� -shy."+ •:*:'.:.•.': w . t6 -FLOOR e 10, POURED POURED LINE x MAX. •' CONCRETE MAX',. CONCRETE 21 i° REQUIRED REQUIRED SECTION E 'SECTION G ECTI N I .weDacrrev+�' uRODUCI MDo j�a� �I.igibdR.,W tk.,AMriA ;Z vmu*nw� POURED 3)L%GE SA_ICONE II '•`.y � �� ,wwaOed. Dnp.. CONCRETE 2 10• CLEAR SEALANT ;:.` fin. (�Oyj A° C.MAX. ur. REQ'D � H StNGLF D'SDEDRCDTO I,cONNOT Nn—F_Dn 5•`� t�l:ds'��.7!!(�jTJa °i MULLION,LATCH ONTO REINFORCERJAMR o.44167. HIGH VELOCITY EC� ITY�HURRICANE ZONE) zN E) ®mu w1w Ra wRcc l DaaeES s m oEi iEa WS Dursvnno MRERpA aKVy/lREA�GR SERIES TAWElSS E0. "AS onnxn n. SCALE-3/16'=1' C TINUES SAME SSTDOOR%q� '� f!OADE OALVAR CAL OR 3TAR[LSS STEEL IF AMC L.0^0.AS SECTION I y `` l'amp a OU xsa[xeuES_E.R. (AT BOTTOM) 6 EE,AA lUgCOETT DAYBAR INDUSTRIES LTD a./nnc SSIDNAI n1` *: ` ao«aweaf.f". eeaua.; DATE SECTION H �"..,<..antn' �+�� Ct E .aa.>d�iD�.�,.�Ea 12-010 fe-0DOE7lD un ut 1m SCALE,3%16"=I+ nEMiamD{iA+e'i cum T or ID .. B a.+ .623 �5 Mm ;fid R.046 .6 SCREWS MATERIAL SPECIFICATIONS: .1.835 DETAIL D DETAIL D DETAIL Dl y. ( I PER LITE 20 GAGE CRS FRAME W/A MINERAL BRONZE BAKED ON POWDER COAT. O,S.DIM 2.20 .097 •623 .395 .623097 CONT. 19 1.75 I1/2"THICK GE SILICONE II OOR SABIC LEXAN CLEAR SEALANT' M N 20 GAGE ( ( SHEET ALL AROUND S" A0 ry EXTERFOR Dg°G� ' EACH SIDE 70 4 8 CK 0 SABIC LDCAN SHEET �.n N DET.D1 � 7° :x 22° IT — ELEVATION INTERIaR InW 063 1.757 063 L 0 13 G I.S.DIM 1.75 12 #BX7/e"F,H v 29 CONT, DOOR DOOR 8 SCREWS 1Q SABIC LEXAN PHILLIPS ,63 EXTERIOR GE S CONE II CUTOUT PER LITE SHEET HD S.M.S. T O6 CLEAR SEALANT INTERIOR _.__L PER KIT ELEVATION ALL AROUND SEE ELEVATION FOR MAX. I I ~" 30 995 DOW 1/2° SABIC LEXAN EXTERIOR A,M A.S.D.DESIGN PRESSURE I I IGLAZING RETAIL, CORNING STRUCTURAL m RATING ON SHEET 2&3 o h SILICONE SEALANT, PREMIUM WZVAW 1/211 x 5/81'20 GA, " I I ALL AROUND EACH SIDE �.".q cz .oz GALVANIZED COLD ROLLED :A:" EAAs STEEL GLASS STOP SEE ELEVATION FOR MAX. ar r 1/2"x 5/8"20 GA, �j — �� A,S,D,DESIGN PRESSURE GALVANIZED COLD ROLLED c 3 3 RATING ON SHEET 2&3 +EWkutvakv:uu STEEL GLAZING BEAD nmft 1.2° x 22° KIT ELEVATICIN D 3/8"SABIC LEXAN VL-F'—F7—TG VISION LITES 995 DOW CORNING µ@ I,fill /A(12' LEXAN GLAZED ' ,STRUCTURAL SILICONE ° GLAZEIE+ QE$!AA D BY AIR LOUVERS, INC. SEALANT,ALL AROUND 1/ ��_ P' VSE S N LITE �.., ✓ AMDA BUILDING CODE(HIGH VELODDY,HURRICANE ZONE) EACH SIDE r• i' meltri u YR WnOiwn% 6Ouotx k SINOLF SERIES LSt8 Dtrrwx OOMNFR AL MANUFAOT TRI NO 44767 DRAWN On • OAW OR STAINLESS 4TEEL DOOR W SEMI'AS' BY DAY$AR INDUSTRIES, LTD..`• ,e GALVANNEAL OR sru11 71RAUE a/Aa L' FDP3N F1t8035Y0 k TAA7E0 ASSCNeUFS—t.St. Ol�lr/Ir DAYBAR INDUSTRIES LTD ,E ,+� ,xtrl•r r ntax�F Awv couaaxr eo mr anc acan..wA 2/8" GE LEXAN GLAZING DETAIL `"p."»"E ."r, . 4�,N'" ,W,,, �m .,�l 12-010 t �/�tjtllfl.�Es�lt mEa7vAuer°re°°,"n 01" onAvnxo xe "DO�� nOROIAIM/tilai tNEn a ar IR I as3w P��r°`��0 an adDT4� I2oas ¢�° &ms0 twos (� IS��tie(gn � �• ��of aft oaaoa a I MATERIAL, � D.DD°°OCATIQN GAUGE 12 MINIMUM(0,097 TH{CK)GALVANNEAL OR STAINLESS STEEL D.a9c° AT FRAME ATTACHED W/(2) LONG MIC oa74o n a WELDS UNE/END. tl @3 QRFACE STRIKE REINE{IRCING -10 L d BbaaO I aafaa o _ c� o ant Bax I Det eo MATERIAL. FILLxq P-1pp _ 0 0 tat3a MI GAUGE MATERIAL, DALVAN'STEEL GALVANNEAL OR D GALVANNEAL STEEL IJ63— STAINLESS STEEL GALVANNEAL tlR 2"FACE SHOW '•� STAINI•ESS•STEEL 5 4 7/8" ST,Rr E STANDAR& 3 ® x,1/2' F('�A•�JE QQR HINGE RFINF'I7RCEMENT FOR FRAME REINF R[ LING DETAIL ,TAIL 4.7SD ATTACHED V/(4)3/16'0 PROJECTION VCLDS. • �� La740 P.37SO 44mD P FAX SMIN OAba tIFFSET 1.DIE MITERED CORNER CUNT. STNIEARD z1a74 .{ WELDED INSIDE FACES& L5 IA973 `4 PaoouCt aaNI1M7a1 AT RETURNS I: d i 2.CAULK COMPL INSIDE 7 U n�.tC'.n,/ CORNER WITH Ed GE SILICONE 1I i (. y,pn,6„p,n d &4370-1 T. T� o•.37a • k0-32 "F -DETAIL 16 MATERIALI &040 SCREW A.k. GAUGE 16 MINIMUM (.050) SAD Lnc STRIKE TAB TYPICAL WELDED CORNER GALVANNEAL OR STAINLESS STEEL 14 tG'A (0074) MIN GALVANNEAL OR STAINLESS STEEL TYPICAL JAMB HEASATTACHER TO STRIKE JAMB V/(3)I/0'0 oryap.�pfp�Rgy)pap PROJECTION W£LDS. oa.AjarWl Nei Plat'h AwrnA.a n.'-oz e5 e1e9 QPTIQNAL HEAD ,SECTION T— saoa FRAME S•ECTI❑NS A I "a' IF❑ICING DETAILS 3,"t(.'w,1/ •o"EN3•-dl aFuUv+OrtAARxuaxsOAdxAoBUILDING UILDINGcLuACC3•SoAouGaREusCrEp(ALHM AaIstpsHOscsq uYaWsuE!!acsOT9L CE-fLY xH. VR. RICAooNL"Ea/ntumO7 N E) EXTRUDED P4NERCIAL RIES RESHOLDN51? #95bNA 6.44187 ILECCia. DAYDAR INDUSTRIES LTD WE 7ntA 7nnNa a[NOMFEgDio aako w W.tai&*AE%.Zlm 12-010 ..�A Gon.oattal oRtlnxO xo ''s:.�S/0NA4klti�,Ii m-auw7a t:a — /J/NMIGI 211Ip1A 141�i P.f, !)QPM LW �Itl7 9Ntp 9 at la 330 V/ DOOR FRONT OR W! 0 g�'a�W/(2)#14x1' OS62 TERI ® WIDE SIDE • "{I'� 'TH'SDS SPACED ER30 1 r AS PER IS13METRIC , DETAL 17A ., l.97S 1,75 !.5 GASKET x 3/8' •��-+^�- 1/16' x 3/8' �• RIOR ITE IO 0.625 DOOR'BACK OR NARROW SIDE 1-1/8'X2-3/4' DEAD HOTH DOOR EDGES LDMEAN FILLED WITH 6.0 ' HOLT STRIKE I/8' IN 21 HEVES 'SE MATEMATERTARIAL HELMIPRENE I'C8323-1 ADHESIVE-SEALANT SECTI❑N THRU ASTRAGAL TYPICAL CROSS SECTI❑N 1aD 84'°°6 AT DOUBLE DOOR THRU DOOR 0.593•i---� -7/8' STRIKE 0,032 Fol $A.S.A. (2) 1114x11SDS(TYP, 8.875 5593 IPGA•GALVANEAL 3,373.440 OR STAINLESS 4,075 ,438 STEEL EAS,4 NT17.0 STRIKE REINFORCEMENT3x1/8'PROJECTION#l2-24WELD EACH SIDE _'ED 3,25aAmp, -Dt2 rotES FOREtdnnm 'STRIKE 'Z' ASTRAGAL IS❑METRIC 12 GAGE_GALVANNEESTAINLESS STEEL DETAIL ASA 4299 TRTK �8d�—� A 9.4 �"Z"I'�"A' MATERIAL, F Rfib',+-�L-p 0,073' THICK �dj1/� I1,TI "t G. ORGALVANNEALSTAINLESS TEEt •ycy!1q�' ...»"�/j✓e`•�, "'1' D� r r c STEEL ,,AA� .'G T FLOMDA BtRwl C,OOE(IitOM VELOMY HUMMME 2ONE) A VSH.w¢0 RI4 M.—M DDI1R S SI LE SLRIL 0 0 ISWRM CDMMIRM L ' Vii}•�M1.87 QALY DR STAWtESs STM DDDR M/SmiEs' eMWN iS E.DAWANNLAL DR STARF54 MEL IRAME L.SAS, LLoex cxaossm a wzm AssolRUEs-L.M. LLdEC0,'u. DAYBAR INDUSTRIES LTD °1a'rt'x /D�` (bdy .rsab=�°uc"°"nnaxuP"�� e..urw.yuraa 12-610 • ����N% 1 L .-Nae rmle�e�aPR INNIIf/1 p>-pIW)II OntL RO Ne ' NRLLOI A Mfg h Pd ![eRYI tAs/t11a7 SHUT 10 Of to ,I•I.1,,,�86kO FITTING 6 (e)Ie0 EXTERIIIR MI O/E ®+ )6`-t8 N'-MACHINE SCRIVS HEAD <N S/16.0 S.RS MCHIN SCRCWS TO MOUNT LOVER • TD HCADQ _ , ' MILD STEEL (D WAD COVER �� i la ♦♦♦♦♦ )6 i 3.0 FULL VELOED ® 1 i I FITTING STEEL ♦♦♦ ��O 3.8 10 EXTERIOR T 0620 TOP ♦ ) QI Nfi1 STEEL N FITTING 19 �� D6EO rtntNG STEEL IS J,� N HODY )S A GOD GRADE a STEEL. F�ffiMULL STEELL CONNEECTION AT TOP TLAN> ' •SECTION EXTERIOR EXTERi➢R • 13 EXTfRI➢R X MACHINE SCREVS e MAD 6 FLDOR. � V S/f6`-TeX}-1tA' 1 t NULLWNFITTING I STEEL x''71 3.0 ' t 3.o (4)5/16M1 5 PWEk Ir3.5 DROPIN ANLNOAS 60620 FITTIN ' CON TE 2.0 ip REQUIRED NOTCH CUTEO`NOA' IS N}Gn6.0•{e PGVCAS ISOMETRIC ON THRESHOLD FASTENERS CALK-IN ANCNORS V/V HOL EHDEDMENT H STRIKE15 u OC NNEGjtON AT 86TT0M CPLAN3 SECTION PLATE 499 tL1SXET NGiO61 ' EA. SIDE APPLIED O I ON ° 3A DROP IN ANCHOR PRODULY gst/glrD 2" D0 tYga27t('rIUIYMNW 7 O 4IaFblv.Me roe FIwON. 666e0 BOTTOM MULLION 3.500 FITTING STEEL NOTCH GIN�•dqutF FIA •,, M4 tllll.LIDN EDIING °mP �- FIT HAi41QN W�....... ♦el r•'.. GE •�v�} FLORIDA BUILOINO CODE(HIGH VELOCITY HURRICANE ZONE) +, {� ( menta S°m FR pcMMrO DOUDLCSRfOLC SERIES IS GUT EVD COMMERCIAL OALVANMEAl OA SFARILCIS G=MA Nj SEDES"Alr EXTERAIR Q y DUPRIN SERIFS 9954 74' Nu.4.916 10 tIFA[OAWANNGL oR STAWIESS SIC0.FAAME °LA./AAL tWf. 4+39 STRIKE PLATE} wsN aeosaTD A ouxm AsaEuauEs—LU. MULE�ON(BOOR SEAL ` d �L �rrO FTvo._ DAYBAR INDUSTRIES LTD °t0uc12 MZAtLION IN3rALLAT.IClN ;' s♦.a�„A�\a`/`t` F��” ' ��/glllNl!t - IE�pPIIt�tAq j+itPl TNM tt 0/i9 SEE SURFACE BOLT ,� //////!//�///// ENGAGEMENT DETAIL EXTERIOR 2 E0 Qor A • 21 r ��.. 6 Q0r IA �a. Q'or A' 0I0-24 X 1-1/2 - OLTS SEE DETAIL 'A' 41P 4--t—I titi`xs ;..... DETAIL 'A' ;:::;.: y vi`.',.k,; / EXTERIOR• 2 0 Q, E J CA l6 c TYPICAL S tRFACE BOLT EN[ACEMENT 010-24 X 1-I/2 2l MODUE7 Awo~ e.w pylywh04El411tE 16 1/2, 010-24x1 I/2' THRU BOLT a.+.p.l6 a � '.`T. SEE SURFACE BOLT a.q�uw ENGAGEMENT DETAIL D SLtRFACE BOLT INSTALLATION M m1R,m AT DOOR W,( ASTRAGAL (INTERIOR VIEW) �i[ r';•R} ".•S!.: :,•,: '_�; nwQurrwsYEERp NOT n .?;i .,E i�' /..�':.• ::;. w wnr lO.Fl,/IS. 'SURFACE BOLT 1" Mux. 0.75 ti ::xL F'.;r'`+.r• 2 MODEL 0TURER-NAGER POUR MOTEL 0275D ED aeD' QNCRETE MATERIAL-STEEL // /"/��.,, d.MA>L REQUIRED FINISH.US26DD.0 +' jYPICAL SECTION 1 8" #275D HALER SURFACE BOLT HIm0IRG CODE(HIGH HURR,CANE ! No.44167 t mom+„ •a ma—m DOUBLE a OLE SLOES• la OUISNOIO COMMEI C (( OaEY,U NM OR STlS'"E tL troON w SEP ^u muwx Fl� id RFOE 6FEY.ViREAt•0R VAI 3 s�ar mu/E 1111 $ FLU W EUD ED a ou7i0 Aesomuw Z-71: �.' tNa% DAYUR'INDUSTRIES LTD' A +} 12-010 I! CR.wlUiO Ks �m•avannv t4} sorts amu� rz M4Ir/Il,n ENEO IR vE+v VARIES WITH DOOR WIDTH 0,5625 - '' a,S625 'OA5Z0 MIN. N L TYP. SPOT WELDS A t �,t 3-0.3125X0,8750 L8125 <TYPJ ELEVATION OBROUND .0000 3.0000 0,8754 3,0000 TYP, 0,5fi25 'TYP. i.0a00 L N � N —M II m 2.0060 GFN�,S.� - k-0000- 4 yped,' FASTENING SLOTS PSA 12.2500 TYP. 5.0000 26 DOOR TOP AND BOTTOM TYeICAL END CHANNEL DETAIL MATERIAL16 i MIN GALVANNEAL AUGE ST ELaDR75 A NLIMUMESS STEEL 2,625002500 0,7500 6250 m ptz9I fill I 7500 O.7500 02500 0.5060 _ PLAN 16A.23 , L_5^N DOOR TOp v� am OAS.,, D CHANNEL �\ *lsoo0 9 10 mm oxwMiE4 14 A A c � w Y I11 ' - « 6 +� DOOR SURFACE CLOSER \`\ \\ \ olds =i�o SNAT�� 311 VIEW .:' ' ;,,,,,,, REINFORCEMENT CLIPPED \ r\ �F-• M GAUGE Ca,O»> LAMINATED TD EAGN fACE OF DDigt Myae.. TO DOOR AT TOA EDGE \ \ W/CONTACT ADHESIVE OiELHIDOND 8326-1) \ \ R MINIMUM GALVANNEAL OR STAINLESS STEEL A7 HINGE EDGE AND TOP END CHANNEL, \ 5 D0DR SURF6CE CLOSE ilR ` \ »19EMORCEMENT DETAIL . triilE PLORRLI HIRLDIN O CODE(HIGH VELOCITY HURRICANE ZONE) , t!`���•..••�• y T./�S OMl isivli en IX� DDUeIC t SRiOtt arfltE9 tai8 UVISWiR6 SRWt[RCIAL t GEN + w ruaw oR Isie cas alta DDDR w armor A: oR+xR an DOOR SURFACE CLOSER 8, -E ND 3 SF 4 I�oAac oNVrSM k oR aiAuncC UM rR U. t = rtUSH dSOSSfA k RUIiO ASS[RRU[S-W. AYBAR INDUSTRIES ASSEMBLY c'� ° i s':}�Swi-J'a .'"mw.•"`iIT'-'r�f'� w ors m+"za hw w:an.m. 12-010 p ••.� IDA, `�,tr,Pr .,-n.e��....osoa purwa.. xetru.t x,te' ' :,y,S'!0"���+pti ttaxu ta�arar o StU[x 10°F t9 nin CHANNEL �b N TOP CAP DETAIL A co U In o= 1.650' `D off Ci DETAIL A ASSEMBLY (ISOMETRIC) SNAP IN CHANNEL (SNAP IN CHANNEL WITH The CAP) P 35.750' TOP PLATE FOR 36' DOOR WIDTH p 47,750' TOP PLATE FOR 48' DOOR WIDTH (VARIES WITH DOOR WIDTH) J 34,125' SNAP IN CHANNEL FOR 36' DOOR WIDTH m 46.125' SNAP IN CHANNEL FOR 48' DOOR WIDTH CHANNEL AND LAP PLATE ARE RESISTANCE SPOTWELDED ON COMMON CENTER LINE. EXACT 35.750' FOR 36 .DOOR WIDTH (4 — 5 PLACES) EXACT 47.750FOR 48' DOOR WIDTH ——�—— --t——— �— (VARIES WITH DOOR WIDTH) q�ry TOP CAP PRODUCT "'rbta•Itl o� PYD4uLTRiy 0,7500' �Ivc.' STANDARD TOP CAP CHANNEL vzEw B ei"�'*�H p� w• t 28 DOOR . IN TEP CAP DETAIL � MATERIAL. I.GA GALVANNEAL STEEL ASTH A-693, /' IISARIDA BUILDING CODE(Hatt VELOCITY HURRICANE ZONE) A-60 DR STAINLESS STEEL FOR DOTH PIECES. ���"`(((}�,`\(I'�(QS(.�'•,\� f v ` }� ®mu mDn.D.tmwuow DOUeIE'k SDIOLE.9ERIE9 LSID,OUIOYANO CWAJE0.CUL DPAWN VARt��AL DR STARD6D ST[OL DOOR W S. IE9'A 0 No:44157 Ia au DALVANNEA}DR 9TAINLES9 EEL iR.Dc L11i099EO k N ASmw Is INSTALLATION OPTIONS, E }( @ of o/lE �`\ I L G•C O Ewa. DAYBAR�INDUSTRIES LTD DA1[ (A)CAULK AND.PRESSFIT �.,syS/ONA,�.'0\`1t`'V•\\` fiif =. (B)CAULK,PRESSFIT AND TACK VELD . LEpan DC•ikuM'vN�ur p ma ipn>-m<nm'O�wR�I1.A�nWT.ItiDIMw• -.sw .y�yMp)w v �reufit� wE[t)aorta ...Arr.T }--3.500 _. /VIEW X 7 1.7@8 ;/VIE 10'313 2d@8--•-�. I I o j 0.625 0,134 o O •.. I, N N • j .i t 0.688 S SCREW I31 r PROJECTION t ! D❑❑!� EDGE WELDS I I O.11O MOUNTING TAB jj I 14 GA(0.074) MIN GALVANNEAL STEEL OR STAINLESS STEEL 'm I I 0.343 i I i a GAGE 14 (0.074)MINIHUN RP REINFORCING SAME AS N86. O LESS LOCK CLIP &'MOUNTING L TABS, GLUE W /CONTACT o 0 ADHESIVE TO DpgR FACE // 0 LOCK CLIP-IBCA C0.045)' 16@7--I w d MIN. ONLY VALID FOR' X687 ASSEMBLY WHERE 0 4.750----� APPLICABLE VIEW 3 IEW ELEVATION 0'875 1.697 /j 1.250 d �4.750� MATERIAL. (1 /1 4 112" HINGE BAR -7— 14 GAUGE(0.074)MINIMUM I GALVANNEAL STEEL OR STAINLESS REINFORCING F❑R I 0313 STEEL,GLUED TO'DOOR Ai HEAD 6 u�. SILL USING HEMI 8320-1 MATERIAL+ L �o CONTACT ADHESIVEE.. 8 GAUGE 1.063 GALVANNEAL STEEL OR 18 DOOR SURFACE. STAINLESS STEEL X7777 B I G woA> PLAN . .�mrwut aaa.a.lblarro� DETAIL i11°,.•`i,,,, -a z.c2 Aix, z o3 MATERIAL raq.eoa 6 umati.wnl - ALL GALVANNEAL STEEL OR STAINLESS STEEL {„�$C /RIM PANIC 11 REINFORCING 4' �� FLORIDA Dunowo CODE(MON VELO=%LtRRICANE ZQeE) $ 0!11 wf aV.P--R uQuatE 4 o E steno 4a1n 0=loo CONMEPvI ' 11 Na.A4187' �`x� au��uDxEAL ce y7—wr(MM neon w/MMS-Aa +m Ap[ U AIUIEAL 0R STAWlE45 HEEL rant Lo./Ao. *C w8H 1?Ioossto h oLAUo Aa$ENelrco-LM _ w ECG�wa, DAYBAR INDU$TRIES LTD r mu. b.a M mE r2-o10 Law` �°"I.'':ti�.n- ;�" ,..�N � ///111 I&LRAA faI/of afi¢i Sa a to 2.365--- 2.64 �� tn• 0,20 IDa 0,66 � 0 0.390 `''' � o rn vj o o W M _ _ t ru '`n ^�--'-� —t—^ eco o cu cu REIN�'C} CING L❑❑P BARREL' SUPPORT o' --�0.712 SUPPORT BARREL OSTAINLESS SATIN COAT REINf ARCING LOOP STEELEEL OR STAINLESS STEEL w 2.632---- MAT: 0.035 SATIN COAT N ,� STEEL OR STAINLESS STEEL o W o w —VIEW X �_ ,"',o"ucra o �� — ;6m o�ti r❑ SUIT 8/320NC �ta., VIEW X THREAD (4) 1/16°0 �uunacrtuY�a #161 EDGE REINFORCING PROJECTION MAT: 0.478 SAT{NCOAT STEEL OR WELDS r `,.�,° n.l c• g STAINLESS STEEL 2.632 �4 #161 LOCK AND DEAD BOLT ID REINrORCEMENT DETAIL CD tQtt + ri S,�• %S L ,• ILDRtt1A kiLOINO COOS(ap"VELOOITY HURRICANE ZONA �.tl Mmloimauan} °woo a 9 N6 Ulan ISIS owsw cc to •I$7 T. tLILVANHtJJ.°R STAR(LES4 L ODOR W SERIES"AS °Tt SECTION THROUGH II . /7-7 r h I�aAoeauvAla[A-0' Asonm E�rLuE T°✓An EDGE REINFORCING ir EC+pINC: aaYH us7RZEs LTA °�;;,_ " r ns°rm a °xrrromr cawuer r I mi tl,s am• i-Rufi'w unc e.'v�at "M ptiaco d� n, .bs N....a• ra tm m`.00"t.4a"ro aer n 12-010 //I//i//Illi! 7AA• I fl 3MT 16°f to DOU CONCRETE DC(!CI( POURED CONCRETE R REQUIRED US BE WOOD xAnxD"O 94EAATHUM R VM 1 0- QBE WOOD �D LC TOxSH�NG REWIL D STUDS WALL REO'D BLOCK WALL REO'D, HAX�1/8' (SPECIFIC CRAYIiY) SPECIFIC CRA '1 SHIM SPACE HIN PAC ( 'J HAM, IAC' , SHIN SPACE �• SHIM SPACE a' < JAMS(1) e• $ (SEE SHEET 18) (SEE SHEET 1B) � (SEE SHEET 10) 15000 E GROUT ' +. •i ' Q E0. E. O SPOT - SPOT —`-"' SPLIT .;4• I WELDS WELDS. Q WELDS P 0 4• "' EO. '� EO, 1 c . E.D .• a JAMB JAMB 4- CONTINUOUS �i AAiB CONTINUOUS CAUCJC 1 t I• GO DAW( SIDES(TYP.) v swEs BOTH Dwnwuous cAu11( BOTH SIom(TYP.) 2 2/4` BDRT BIDES 3, 3• 4'MIN---� Jul'1 MIN 6 X 6'STEEL 3 8"x 8`RAT HEAD STEEL 3/8`X 61 WORD IAC£DOLT -SLEEVE ANCHOR CREW LAG BOLT 8 MASONRY WIRE AN DRS W WITH 5 MORTAR W/2 1/4'MIN.EMBEDMENT, WA NUT AND'WASHER. INTS;F1L1.lAMBS�SOUD WRH CROIlT PER ASTM C476 WJ,WN.COMPRESSION STRENGTH •DETAIL #226 OF 2.5 Hal(SEE SHEET 18) DETA , INST_QL,L MON OF 3'/8°0 ,�•,AGG DETAIL #22B DETAIL #21, INSTALI TIONL OF MAN SCREW _TCS WOOD* FRAME WALLS ° WIRE ANCHOR e SLEEVE ANCHORS 8 LO BELT +� T❑ WOOD 'FRAME WALLS S INSTALLATION TD MASONRY WALLS MAX 1/4' D ALL AROUND MASONRY WALLS SHIM SPACE BO sa S S HN,DDUpLE 8'x4'WOOD AND GES NE D STUDS REO'D W/0«0,55 S�N���' f�--T -12'O.C, ul ASN EEN (SPECIFIC CRAVIT!) 3/8'THICK WEB O MB OR 0.314 460 AMDO HEAD(2) 1.875 AMS(1BB SPOT �� PRouucfgqncny'sm :.� O WELDS CfiANN£4 Wf MWFOl1 $LAl1ATpN aeMbp�Oode�N6llrl[mli 0 1/t'TMCK WEB AND o 12`a(SEE SHEET 1B) t2 0.ErAT iK T R,- t // `� S..EB,ALAGENTS1000NE 0 o ALL AROUND — 5.6250 DETAIL #23B nw.Ucv moszs� DETAIL #23A jNSTALLATjON OF JAMBS Zjj• INST64LATrON OF 3/80 STEEL � A�NNF„L, THRU'WELDING 9Q Le7so ' FA M.S. 0 TO STEEL CHANNEL � ®ANCHOR NSTUDCH NCH AILS( (SEE SHEET 10) THREADED PENETRATION STUD SEE SS MEET 18 FLORIDA HUIJDWO CODE(HIGH VELOCITY HURRICANE ZONE) ANCHOR F,H.W000 SCREWS ANCHOR Q G,NS PER ANCHOR (SfE SHEET •AS to) F•s1 mmuazwxamxoea.m1 oalRle a SEW LINO OU18WD/6 co ncr GYPSUN WALL MYA a Gt OR STAn UESs SmmODOA S)SER F3 GRAN 44167 11 IMI OM.VARHEAL OR STAINLESS STEEL raAUE LC/AL BOARD OR PLYWOOD FLUSH LRROSSEO t OUSEO ASSENBDLS-LK SHEATHING CTYPJ DETAIL_ #20 ,. .«. ECAd1ri0. DAYBAR INDUSTRIES LTD °t DAN" I S IO PIECE COMBINATION .W'rAr At•, r t 'aaYGANY 'aa m++c ti oATc STUD Nit CHOR 7 INTO WOOD FRAME WALLS ,, NDy� "",�« +a.»�. L!N`A' l�iaIDl Lk J Hte1 n omf iT aF/4 BILL OF MATERIALS, ITEM QTY DESCRIPTION MATERIAL SIZE AND SPECS I 1 Ii.GAUGE LAMO/NGD PRANE SERIES'AS' 46 GNIGC ASD HOU04L ALL CDNPIMNTS DE THIS ITB.1..,ICAO.JANSS, 5]{4•DEPTH 1 C PACE%ASO•MDI 1N1=((SFE SIE l 91 R@EOS43ZXTS AND ANCHORS'ARC COHNIN IAL DALVNRrzrn fiEEL(TYPE DA AM •AUVA65A COATING DESIGNATION A44 OOVN rnaRxCT.I'T AS PAINTABLE GALVAIRD'AL V/Na TTNSILS STREMM Y XII,MDL YIELD STRERGIN 45 KSI• ELINGAT1O(402 OR STAINLESS STEM ' IA 1 16 MUSIC OPTIONAL HEAD PRAHE SERIES'AS' SAID.a ITEN 1 5 LEE'DOTH 9 4 LV PALL X ARV HIN IN=ITEC SHEET 91 ID I SIWPACE STRDX REINFORCING le GAGE ON.VANNGL STEEL OR STAINLESS STCEL• IC DAM(DOA'H90 X MV K HAM'TOG SEE°ETAIL ON 3I 7 9. 2 1 ID GAUGE FLUSH/MDDSSCD mm CGMEACOL V/CORE@ ID GAUGE 445 MM UN,ALL COMPONENTS OF 1103 ITER,k.FACE SNEER,INTERNAL 1 3/4'THICK X.(445 HIM.SEE MT 4,5.6 L 7. COVDS.T.AND REEiURCC1¢Nt.ARE GLVANOCI STEEL CDIIItIDllim TO AOM ANNAM,70 AN A /AWWI.COMMERCIAL STEEL,TYPE 1).COMING DES(QALTKO MS;IOMWW CO9IGDALLY AL PAINTAI-GALVAMIEAL.V/TENSILE BTPCNGM M RL AND YIELD STRENGTH IOL 4S X&1,LUANGITNN US OR STAOI M STEW 3 ] D GVUE D®R HINGE REIA60RCING GLVAN EAL,TLA OT STAINES'Lim 1 VI'I IV 1 a GAUGE 4 3 D GDGE FRANC HINGE REINFORCING GALVAMEAL—EL G STAIN13 STEEW 1 Ve'1 D 3/4.1 O GAITS 5 1 STRO E REINFORCING(FRN0 GLVANEAL STEEL OR STAINLESS SIM- 1 D/V 1 7 0/16•X 14 ONMC L072 MINI AS REVD VINE MASONRY PANTE AN—. STEEL V/RUL YTQD STRENGTH.IOLItl AND NVL TENSILE iPRENGIR.939 Ntl 9—LOG I W •RU`OIMCTUL 7 AS ASVD ELWIN STUD ANCHORS 0 PIECE CdODUIMN) STEEL.ANN 6-647,6-60 FVLVAN IA' IT—1 5 0/9•X m ONIi tA19 HIM V/(1196 X I LI•WOOD SMCWS 7A AS REVD OU aEREPFLT ANCHOR WART IPT— STEEL ID GA STEEL SATIN DAT. I AS RC-ON AN=eR Bail STEEL V/F=•45AC0 p4 aro•x 51 STEEL.LCAN.SLCM ANCmi 9 AS REOT VOGD SCREW LAO BOLT STEEL V/Py-43"0 SL 2/V x 6' 9A AS AEG'D CARRIAGE ANCHOR BOLT STEEL,V/FY.45XO PRL SB-.16 I v STEEL CAIRADC BOLT ON NUT ANO VALGA.PER ASM A-397 99 AS REVI)Fit MS TO STEEL mvj"L THUM BOLTING STEIN..V/FY'46400 PSL —I 1]1/R''TEA M HIS.PER ASTM A`JUI 9C AS IEOT STEEL CHANNEL WELDING ELECTRODE FOR GLVANAEAL STECL C-300 ELECTRODES TOR STAUSCSS STEEL VELD DN INSTALLATION,IDK 1/VO/B'STITCI WILD •10 3 MNOCS-HUGER 561179.IS116&0 UR STAN.Cf FBDl79•FROM STEEL 4S'X 4S'STANDARD VEOHT L134 IN=.A7tAQED TO FAME WA*Ih21x1/2'f19Ri 11 1 RN I—VOR W RIN 9D/991.X CYC I—V/499 STAIKC PLATE AS PER IWUPACTUHCIYS CATALOG RIN"If AITAO®TO BOM V/E47 1/1-6Y1'HS-STRIDE PLAY"EA NILLMR 12 1 IORUSE LIM SCULGE-L9 SERIES V/DEAD SAT AS PER NANIFACIIOER'S CATALOG -mnm LIX l ATTACFS VIM H6-61x1/e•LRCVS 13 1 CYLINGICAL LWO-SCNLAGE D SERIES AS PER KINUFAC7NGR'S CATALOG AYTAE E2 TO SERINE PLATE V/(M W-04%W SOEVG II 1 DEAD DOLT.-SCILAGE 5 SERIES AT PER KWAACTURCA'S CATALOO ARACIGD TO NAME PLATE V/IM 8-3HNV SCREWS IS I VON D18FIN 19934 RENOVAILC NaLMN 6325'MIL%A NO GRACE I STEEL SECURED TO 499 STRODE PLATE WITH OR 5/IL'I-IW'OUN3 GC RC SCSEVL 156 I WEATHER STRIP(NATIONAL GUARD PRODUCTS 112UNA) NEOPRENE SECURED WITH DOUBLE ROV OF 16x1/0'SRS SCREWS R 1'FROM EACH END AND 4.OC (AS PREBRLLUED BY NM6ACTUREM I6. 1 'HOLD"TM—GDAPD PA-699mNN EXTAUDO ALLV M—TS—11 T•LS x I— VI ATTALAOO ID SAI V/LILA 1 LI'F.K fAPCdI NCIOiQ V/I V4•MK 99,3"w LOCATED I 1 L4•PRO,EACH CNC AND f0'G C 17 1 4 In'MOE BAR REINFORCING FOR DODO GALVANNEAL SRM OR STAINLESS STAN LES'x IN x 0174•MR MIC( II I I 1®R SURFACC BOLT REINFORCING GALVANNEAL STEEL OR S7AIMFSS STECUP N OAOC(L➢74')E IAB-x SSCP X I='LOM PRODUCT R6H6WLi! 19AS REO'D LD•LEXAN VISOR LITE AS PER MANUFACTURER/DAYSAR,NIUSTRIES.LTD) SEC SNCET B FOR DETAILS L COIMBNIS n Pb4 xlJd 19A AS REO'D 1/8'LEXAN VLF-EZ-IG VISION LIR AS PER MMEIFACTURER LAIR LOUVERS,INC SEE SHEET I FOR DETAILS L COMPONENTS �°m1°C�f DI2T•a 076•IMCf EXPANDED POL9LTYACRE PDR CORE OR 3/4' 4751 THICK G06T CORD EXPANDED POLYSTYRENE SOLID SLAG RMID SOME TYPE L HORDED TO FKL S/EET WITH CONTACT ADHESIVE H3J(UMI)1 83¢0-1 6T e0 1 CRL PAPER IODEVCDM4 KF COGORNMG TO ASM C971 BY LYPLAST PRODUCTS I.I.C.OR 3/Y COL PAPER APPLICATION A CTE O'7 CRAMS PER SQUARE FDOT ON ALL CINES PInRND HONCYCOFOL D el 1 B•LORD 4 e75 I NAGCR SURPACE Bar SICEL V/UY96O PIMSH QLAG�O TO TIE ODOR AT TOP AND IDTTW 10 HEADER L TNESIIAD RESPECTIVELY ML�1 L PASTE TO DDDR Vl(4)410-14 x 1 1/E•'TTSDI BOLT EACL coK10CilOK 82 AS REVD TAPCO4 ANCNORS STEEL LIG•x 114' OKir YI'Vt1.L(��p ]3 1 NDRYL.Lm(AMO GW PANIC DGVICE RC(NEOSCRCxT 6074'MIH TAKE f4LVAMNSAL SIM EDI STNRECES LT[Clx SCE SIELT 19 fOt'UDC— "^�4 Mx— e4 1 RIC CTIINDAUX LDC(AND DEAD DOLT MWORCCRENT SATIN CGI STM.O7 STAINLESS SIM— SEE SIM 16 FOR DETAILS -02/1'd9 29 1 0049 SU]FACE CLOSER RCINFORCCM RT 0174'HUN TMC(GALVAIDEAL STEEL OR 27AUGS19 STREW U OAK(LD74•HW x 3 1/V X 16875 X 16.25V LONG 26 1 OOIA—/DOTTCN END CNNOREL 16 GME OLLVANN[YL STEEL OR STAINLELS STEED 16 CA6 MOST'NOO x LUIS•A L437S 27 1 ,'Z'ASTRAGAL 4D7S•1°R,THM A 500 GRADE I GALVATMAL STEEL OR STMMESS NCEUP DAIS'NIK TMCK x PSV x IMGS2S'x/1'ICG eB I 000E SNM IN TOP CAP ED GACF GALVANNEAL'STEEL ASTN A-653,A-60 OR STAINLESS STEM Eft SHCCT 14 FOR SIZES e9 AS REVD CAU.KIN-CE-ULZME 11 R/A AFFA/i 30 AS A[O'p 999 OOV CORNING STRUCTURAL SILUC H/A 1 1°Q' y✓9X FLDRIM BUILDING CODE(HIGH VELOCITY HURRICANE ZONE) QLA�J 0--)vC�SF V'� omlE lu®u0--) MRS At SIHOU MMES LSta OUTSWUM CORIIAERML GALVANNEAL OR NAM"STEEL DOOR N/SERIES• WISH IT N AISI 304 SERIES STAINLESS STEEL WITH Fy =45.75 Ks') N0.44167 a Lt GOE GLVANNGL ON STAINLESS STEL FRAME WXQ. AND Fu= 101.38 Ksl ` . . nus YAR t DASD ASSE S -Lu. x IL ECOFIea. DAY AR INDUSTRIES LTD 011 I7/12 DATE ,�{p�r Lp Rwr rrsrrND a u4rNru�N°cGNPANr m wmm.9uMnaL n 116'-•�'LLL r�'"'�`i���"��P"' Iw 9m m-.r`Au°�Aa 9"miii.-.m. ow.r>°o x '.usNONALE�;�j1LL RALRx ll 1-1 -AE I VSEL LA./44MT aTR 19 OI IB MERU NOTES AND SPECIFICATIONS- 1.DOUBLE&SINGLE 5EAIES LS18 FLUSH/LUBOSSEO OUESI MO COMME'RC111,STEEL ODOR W/SERIES AS'FRAME. SHEETS PON�TENT: SHOWN ON THIS PRODUCT APPROVAL DOCUMENT(PAD.)HAS BEEN VERIFIED FOR CODE COMPLWVCE IN ACCORDANCE • WITH THE'2007$'7010 EORIONS OF THE FLORIDA BUILDING CODE,DOOR MAY BE INSTALLED AT KOM VELOCITY HURRICANE ZONES SHEET #1 INDEX, COVER,SHEET & GENERAL NOTES DESIGN,WINDAlOADS SHALL BE DETERMINED AS PER SECTIONS 1020 CF THE ABOVE MERTIONED CODES.USING SHEET #2 ASSEMBLY ELEVATIONS No 1, 2, 3. ASCE 7.05 STANDARD FOR INSTMIAIIONS UNDfR 2007 FBC to ASIDE 7-10 FOR INSTALLATIONS UNDER 2010 SHEET #3 ASSEMBLY ELEVATIONS No 7, 7-EMB. FBO AND SHALL NOT EXCEED THE MAXIMUM(AS.D,)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2.3&3A SHEET #JA MAX.'DESIGN PRESSURE RATING (psf,) SCHEDULE, IN ORDER T4 VERIFY THE ABCVE fRNDfTION,ULAlMTE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASD.pESION BIND LOAOS•BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE SHEET:#4 OPTIONAL'EMBOSSED DOOR SHEET CONFIGURATIONS. W/MAX.(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2,3&3A SHEET #5 HORIZONTAL'SECTIONS A-A & 8-8. M.00OR'S ADEQUACY FOR WIND AND DIPADT Lata HAS SEEN VERIFIED IN ACCORDANCE WITH SECTION 1028 OF THE ABOVE MENTIONED CODE AS PER PROTDCCLS TAS-201,TAS-202,TAS-2D3 AS PER UTL LAB REPORT 8g0279-6719-03 SHEET #6.HORIZONTAL SECTIONS C-G & G'-C'. AND ASPM SUBMRTEO STRUCTURAL CY.CULATICK PERFORMED AS PER SECTIONS 1012&1018 OF 1'HE FLORIDA SHEET #7 VERTICAL SECTIONS D-D, E, F, G, H, i AND HORIZONTAL SECTION J-J BUILDING CODE 2007 At 2010 EDITWNS,RESPECSMlY. SHEET.#8 DAYRAR &•AIR LOUVERS VISION LITE RETAILS.. 2,ALL COMPUMWM SHALL BE AS SPECIFIED ON APPLICABLE DETAIL SHEETS AND AT BILL OF MATffNM43(SHEET IB) SHEET #9 FRAME SECTIONS, & REINFORCINGS DETAILS AND THRESHOLD DETAIL OF THIS DRAWRIC. SHEET #10 TYPICAL DOOR SECTION,.7- ASTRAGAL & PSA STRIKE REINFORCING 3.COMPLIANCE OF EGRESS/ESCAPE REOVAEMENIS OF THESE DOORS PER FBC 10 BE DETERMINED BY BUILDING -SHEET #11 MULLION INSTALLATION DETAILS, OFFICZAL4 ON A GnsE-ar"crsE eASs' SHEET #12'•SURFACE BOLT INSTALLATION AND DETAILS. 4.-ALL SCREWS USED FOR ASSEMBLY CONNECTIONS uETM To METALI To BE STAINLESS STEEL 304 OR 319 ANSI SERIFS OR CORROSION RESISTANT COATED CARBON AS FER�tl BDOIB WITH 80 tF1 YIELD POINT AND 90 Not SHEET #13 DOOR TOP AND BOTTOM TYPICAL END CHANNEL DETAIL. TENSILE 5rRENODI&SHOAL COMPLY W/FLORIDA BUILDING CODE SECRDN 2411.3.3.4. DOOR SURFACE CLOSER REINFORCEMENT DETAIL DOOR SURFACE CLOSER AND END CHANNEL ASSEMBLY, S.ALL WETDINO TO CONFORM W/AS�wCAN WamNG rEFY AWS.DJ.3 AND D-19.0 REGULATIONS WITH E6OXX SHEET #14 DOOR SNAP IN TOP CAP DETAILS. ELECTRODES(FUR94�R 1)FOR ST���/W D D so�Ett A.W.S.o.1.5 REcuu7rons w/a-30e SHEET #15 HINGE BAR REINFORCING FOR DOOR. B. AN ALL CHORS FOR DOOR FRAME CONNECTIONS TO EXISTING STRUCTURE SHALL BE AS SPECIFIED ON SHEET 17 OF ANSI #A115.1 #86 MORTISE LOCK/RIM PANIC'REINFORCING THAs DAAWIIO. DOOR SURFACE BOLT REINFORCING DETAIL. MAXIMUM ANCHORS SPACINGS SHALL BE AS PER SCHEDULE ON SHEAT 1E ARD ELEVATIONS ON SHEETS 2&3 OF BUS DRAWING.SEE SHEET 2,3&7 FOR THRESHOLD ANCHORS,AND SHEET I I FOR MULLION ANCHORS. SHEET #16 #1¢1 CYLINDRICAL LOCK AND DEAD BOLT REINFORCEMENT DETAIL. . PROVIDE MAX.LOATT eFASHIMu OD srSPADE INDICATED ON sNEErs 9, 7&17 OF rs. SHEET #17 ANCHOR DETAILS, 7. SHEET #1-B ANCHOR SCHEDULE, 8:THIS DDDR WILL NOT REDLIRE A HLIARIGANE PROTECTION DEVICE. WIRE ANCHOR DETAIL. 9.THESE DOOR ASSEMBLIES AAE APPROVED FOR WATER AFD AIR INFILTRATION AS PER TESTING INOMATEO ON NOTE 1, 2 PIECE COMBINATION STUD ANCHOR DETAIL. AND SHALL BE LIMNED TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2.3&3A EMA BUTTERFLY ANCHOR DETAIL, 10:PROWDE SPECIFIED SEALANT AT ALL DOOR FRAME.THRESHOLD AND VISION UTE COMPONENTS INDICATED ON SHEET #19 BILL OF MATERIALS. THIS DRAWING. 11.((o)7H45 PRODUCT APPROVAL DOCUMENT(PAD.))PREPARED BY THIS ENGINEER IS GENENIC AND DOES NOT RR1Ah0E P1FoiUMTDN FORA SITE SPECIFIC PRo1ECT:I.a WHERE THE SITE CONDITDNS'DEVIATE FROM THE PAD. (b)CONTRhCTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THS PAD.,PROVIDED NE/SHE.DOES NOT DEVIATE FROM THE CONDITIONS DETNLED ON THS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSH NI.M. (c)THIS PRODUCT APPROVAL DOCUMENT(PAD.)WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, Td)ORIGONAI.PAO SFIALL BEM THE DATE.SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT P WAR {T. Iffflftr TIL[ir'"r. 12.DOOR'S MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. Tl1f`4C,Q;,,x,••,•, ✓:;,�= ONE LABEL SCULL BE PLACED FOR EVERY OPENING.LABEL SHALL READ AS FOLLOWS:_ EAI pE,NS,F"•,+ �'1y DAYDM INDUSTRIES LTD #� 80 WEST DRIVE,BRAMPTON, ON CANADA.LET ZJ4, Z - MjfWI-RADE COUNTY PRODUCT CONTROL APPROVED. FLORIDA BUILDIl4 CODE(HIGH VELOCRY HURRICANE ZON5) PRODUCT OR STJ �AILNLYnn Oln,t wVanrytFw+.; DOB9 ! OLE'SERIES LSI90 TPOO'COMME CUL Roux en is CW �TI���++ gi•iI4FWErrI1►r Fl.Ns MAItj�°AOLUSK TU(ALVAi UEAL OLIN yg sallN1eA! ea1Aa �OAP� �j1FI 1nPM.D»n.n '7,ot6 >w h eaTj,.NN1I nwT ��. �.�1 cnMFANr, DAYBAro INDUSTRIES LTD .T>, oloual2 y iiSNONFFU n�ww an wn urTn lDl ue na }Ann+awm! 12-D1a ' �.0�ooels�lY tan CFAbl10 My 1lLLlLB A A4 AL Iit1A01 Na or DIRE 1 0110