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HomeMy WebLinkAboutProduct Approval I A j (40"1 3F'-77.-'T4 Fw! �41`Tj 1R4.7-5 siW. vvw'' it rc hv-"-Uan�h lit Report No.: CTLA 2037W-2 DC NIL No.; CTL 10011 PAWJune 28,2010 CTL Certification#:08-0528.05 Vgj":June 219'–2e,2010 Test Requested RY: Ingersoll Rand 9017 Blue Ash Rd. Cincinnati, Ohio 45242 Testi Conducted: TAS 201 (Lg. Missile),TAS 202(with deviations,no water test)&TAS 203 Desian 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 gauge Overall Size: All Specimens- (Frame) 40.00"wide x 86.00"high x 5.75""deep. Configuration: All Specimens- X No.&Size of Paneb—': 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 F" Lue Lonstructign: All Specimens Cold rolled steel measuring 2.0"wide face x 5.75"deep x 45ai 4 A(Appening. m drig Mitered comer tab and slot construction. Extruded alu ...e AVA 0.500"high x 5"'wide x 36" long coped to fit into mai e I C&= Z three(3)#12 x 1.50"wood screws. No 20 24 le k 4�. P4 QV' ORI Z ............ W712015 Florida Building Code online k "rs a {-wj a i� a utw r Pc�t } PTS't5tc �¢a , .�to tra , 2a s a..�� ,s....,:.. Honda3fiiT?EIIiG` SCIS Home i Log In User Registration E Hot Topics i Submit Surcharge s Stals&Facts ; Publications arch ! FSC Staff ; BCIS Site Map ! Links < Se Busines Professional �10roR PubucAuAovat Regulation Product AD4rovai Menu>Produ[t or Aooilcation Search>Application List>Application Detail yor, FL# FL138$4-R5 Application Type Revision Code Version 2014 Application Status Validated Comments Archived Product Manufacturer Schlage Lock Company, LLC Address/Phone/Email 11814 N. Pennsylvania Street Carmel,IN 46032 (317)715-4073 james.dontan@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 Independence 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 haps:llforidabdiding.org[pr/pr app_0:aspx?Wam=wGEVXQwtDgvek2bFd42duxgbiCUGT2WPD°lo2fzkum3nSvKrZimVMZuOIT60Q%3d%3d 112 7/7/205 Florida Building Code Odin f f Product Approval Method Method 1 Option D Date Submitted 06/26/2015 Date Validated 07/03/2015 Summary 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 Dwg 2037W-I signed.odf j Approved for use outside HVHZ:Yes Verified By: Gordon Thomas, P.E. FL#46718 f Impact Resistant:YesCreated by Independent Third Party: No Design Pressure:+70/-70 Evaluation Reports Other. Design Pressure Rating: MA Locks +70/-70 PSF for FL13684 R5 AE CTLA 2037W Ingersol Rand 3070 Single Outswing; +70/-70'PSF for Inswing Doors.T&B Locks Door B Series TAS Electronic with Drawings.Ddf +70/-60 Outswing; +60/-70 Inswing Door. 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 Ingersol Rand 3070 Single Door T Series Corrected with Drawings (2).Ddf I FL13884 R5 AE ER S2011-001RI sioned.PDF FL13884 R5 AE FL13884IR2010-00IR2 signed Anchor ; Calcs.Ddf FL13884 R5 AE IR Evaluation Dwg 2037W-B signed Ddf Created by Independent Third Party: Yes 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 dick here Product Approval Accepts: ED® E'` 12112 !weurit"13LTit ICS- MEW https://floridabuilding.org/pr/pr app dM.aspx?param=wGEVXQWtDgyg/o2bFd42dLixgblCUGT2WPDg/o2fzkum3n5vKrZtmVMZuOIT60Q%3d%3d ?�2 DESIGN PRESSURE RATING TABLE I__S 40"MAX. 4,00"MAX. DESIGN PRESSURE LTR DESCRIPTION �-, DATE APPROVED EE no1E s. HUWE FAMILY LOCKING HDWE 9 -- O L .- .---__..._... �� -------- W __., 36'MAX—. _ INSWING OUTSWING 8 APPROVAL DW6 i MORTISE LOCK FALCON:MA SERIES +70!.70 PSF +701-70 PSF C APPROVAL DWG (.RO) 04/18/11 MNOIUCAL(SOREO) FALCON:T OR S SERIES +601-70 PSF +701-60 PSF LOCK •LARGE 6 SMALL MISSILE IMPACT REB187ANT PER TAS 201r208 j -NOT APPROVED WHEN WATER INFILTRATION REQUIREMENTS AREIN PLACE i(I TAOLC 2, AVAILABLE FRAME CONFIGURATIONS FRAME SERIES JAMB DEPTH MAXWUM DOR PNM S2 MA RIA DTH IEIQIT C OA. IN ) } 15 053 x' ! t C.•I %1 I CRSJJryryRS 14/.087' ltlt(( f 5.75 3'O• 7'0" C/4.V 121.099' _{. 1 j_ j� a8-MAX. MIN. STAINLESS 18/.053" �y"& �4i MUEL 1N 3'0� 7'0' CROS Y S 16j.GS3" I: u/.osr 84"MAX i t HIM. HEAD - t _•WIN, 4`MAX a7s' M[R VARY MORTISE LOCK CYLINDRICAL(BORED) FaaMF aFln FALCON:MA SERIES LOCK WFATHFRSTRSPPSNG DET= FALCON;TORB SERIES VART DILL DIMENSIUNS TYPICAL ! EXCEPT WHEN SPECIFIED) BEND TABS NOTES: HINGE JAMB STRIKE JAMB TO SECURE ASSEMBLY 1, ALL DIMENSIONS SHOWN MAX. AND T)P.FOR ALL DOOR/FRAME MODELS - 2. ANCHOR REOUIREMENTS: l SEE SHEET 2 FOR APPROVED ANCHOR S AND INSTALLATION. 'Sp 9 f 3.HINGE REOUMEMENTS:4.5'STD WT. MIN.(MIN.3 HINGES)BUTTS OR CONTINUOUSHINGE p LOCATIONS: 9.75"FROM-RABBET IN HEAD TO CL OF TOP MINCE z 4 10.38'FROM FLOOR TO CL OF BOTTOM HINGE,EQUALLY SPACED IN.BETWEEN. APPROVED CONTINUOUS HINGE MODELS: MARKAR FM-300,HG-305.STANLEY 881HO, MCKINNEY MCK-12HO.HAGER 780-224HD,790-900,SELECT SL11HO,PEMKO FM-SERIES. WELDED 4.HARDWARE INSTALLATION AS PER MANUFACTURER'S INSTRUCTIONS, NEEDED & 4'FACE HEAD IS AVAILABLE. 'SUA' 6.APPLY CAULK AS NEEDED. KD' SET-UP AND ARC-WELDED 7,USE ONE ROW OF PS074 WEATHERSTRIPPING PER JAMB AND HEAD.INSTALL PER SHi.1 j ` 'KNOCKED-DDVN' ASSEMBLY B.FRAME C01NSTRUCTION 11 ASSEMBLY '8.1 MINIMUM JAMBDEPTH- 5 3/4',STOP HEIGHT-5/8' 88 X 5/8 TRUSS 6.2.FRAMES AVAILABLE AS FLUSH(F-SERIES)AND MULT-USE(MU-SERIES)(SEE TABLE,2) HEAD SMS. WGERSOLL-RAND COMPANY STEELCRAFT MFG. 9011 RwAEN 20,_ClneMoU UW*452422 i 1N120 A/am,PkOJECi1W..YITIL i"O��IYP11LC0.._ —' WELDED BRAWN OeTE WIND AND MISSILE IMPACT RESISTANCE 111 WELDED YMF., -„ u6tautlD SZ SERIES 1-3/4' 3'0`7'6' SINGLE DOORS F/MU SERIES FRAME IR IIARDVAR£ HEAD NOTCHED HEAD SITS ON TOP W4090" --.--- "--y-0— a1Jn BUTTED �NOTCHED aaHas 'Mu' � �'437W-I SHEET ICF Z�C~ BETWEEN JAMBS `MULTI-USE'SERIES u "Fi»vC •-_.�..-.. .__..__. - -.-I--... 1 ASSEMBLY '"' NTS AUTCCAD I rte"" r. i� I MASONRY ANOIOR B Wppp CDm AxCHLYI C e FL Ip AN R E V I S I 0 N S_ i ® INTO GROUT FILLED TRMEE AND BLOCK WALL 1 LTR DESCRIPTION DATE —I APPROVED man9 1 3 J. I B 1 APPROVAL DRAWING YMF 07/20/10 -. _--4 i - GP[BND C I APPROVAL ORAHINC JRD 03/19/11 i W W W DASE M24CR RASE AN" BASE ANCOM 1 PEA DNB ,PFA JAMB ` 1 FM JAND + (OETM OT (DETAIL'" LGCTAR b) 1_ P.ir+x wir'1r'rox r•u r um r was -�xD .x u• xa— SEE HOLE 8 ll SIF-E{;SND ANg10R rL OF PART 8 SLOES MASONRY T=ANCHOR ME MASONRY ANCNCR Sol I!STARRR4hTNL4B WOOD STUD ANCHOR NL10-N 11R IDOL-IN ��.A. (LOCK-IN OR WELD-W) _ REC NOTE& I l (7)PER 4NOiDi tom' an FY-NAD 6/ i .�AIiWOri- ANCHOR 0346' ar: I x OAC BRIGHT 3ir. ORM,to Be 5.10'x 9.68' FRAME TO BE .j.. OR , FLIED GROUT FILLED O FAS-SEAL DOOR'SWLTP 7a'......::,: :rwC;i''• SEE NOTE Z L tJ 1 1 :b •;:D D D .' I l:: YA700 STUD HALLS (4lOTAL PER STEL SND WALLS .��"�I=.!ii+�Y{E: A SFE NOTES I k 2 SEE HOLES 1 dr Z OR I Ml/1 4Az� `.IM SPACE 4 MASONRY BLOCK WALLS 1/4•MAK t I �EXISDNO IAASONRY ANd0I1(AAAI EM' T]NnAtA__RRY ANCHOR IEMAI 9170 CONCRETE WA11 OR,CMU WITH LAG BLT OINTO WOOD STIR WALL ' �•7 NOTES: •'ILIA rw CETAIL'A, F'� o "-1- 1.WOOD OR STEEL STRUCTURAL MEMBERS ;a 11 S�xV, K'_ DJPOaD T �EYA•ur� wrr F. OF WOOD AN09TEEL-STUD WALLS } 31 x71, T -).� MUST BE DESIGNED TO CARRY SUFFICIENT _ NATIONAL GUARD 950 SERIES THRESHOLD WITH SLICCNE,VINYL LOAD. OR NEOPRENE BUMPER 2.UNIVERSAL ANCHOR CAN BE USED FOR WOOD AND STEEL '��• �; ~ _ srSr�s STUD AP PLICATION S. 3.NUM9EROFANCNORS FOR VARIOUS OPENING HEIGHTS yam, p IS LIMITED BY MAXIMUM OIS7ANCE.BETVYEEN ANCHORS, SHOWNON THIS SHEET. - ;;? T W - rExnllE A.FRAME/ANCHOR INSTALLATION SPALLCONFORMTO THE f12 x 1-1/2' STEELCRAFTINSTALLATION INSTRUCTIONS,SDI)DS. At x•W/'.` TAPLGU.rotSi&EWS Oa m0•wwF RECOMMENDED INSTAUATYON 7NSTRUCTI=FOR STEEL FRAMES,ANT)ANSVOHI A115.1'G INSTALLATION CLOW FOR "T r3 r•n- _ nu I EXTERIOR FOR-O1115VAN0 (])PLACES DOORS AND HARDWARE INTERIOR FOR INSWING DOORS S.SLOT LOCATIONS MAY VARY WITH DIFFERENT DOORWIDTH. SILL INSTALLATIONS. DOOR SWEEP RIGID SECTION IS MASE OF PRO-FAX MPO.199 ( TYPICAL) 4 POLYPROPYLENE HONIOPOLYN.ER. I r�An .c 7.DOORSWEEP FLEXIBLE SECTION IS MADE OF sANTDPRENE LOCK-W I I YA:LD-IN LOCK-IN DETA&t 0101.73.73 DUROMETER-SHORE A SCALE I D�WIIVI P'WELD-N BIND RADIUS _ © INGERSOLL-RAND COMPANY STEELCRAFT MFG. •; O O 9W7 Sluep:h Rd Q1drMetl Dile ASEIB_y�-- `. • ' I_THIRD ANGLE PROA:CIi@L �I7Lt YLG ATPIt ="— '� ANCHOR DETAILS / HOUNTING CONDITIONSy S•9�ALc� J/a x D`Np'wx-EUBEoe.¢NT ! J/e%0"N/2'IGH.EMBEDMENT1H'WJ[ LA0 80.7 �CHlKMEOF' 1 06/3D/LG SINGLE DOOR WITH LOCKS--- BY FALCON KAVA.'(LOOLBCLT) WOOD SND WALLS JAMS BASE ANCHOR 4 RED HCAO(SLEELE ANCHOR) CONCRETE OR RFD.HEAD (SWEJ-ITLEEVE ANCHOR) SEE NO/E t. (WELDED OR ADJUSTABLE) GROUT FD1E0 APPROVED ---SRC'ii1LY-' LG�Hlt— —................. .„ J_ SCUU&T FO(WALL L -�( 2037W-I SHEET 2 OF 2 j I MIAMI-DADE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION 11805 SW 26 Street,Rooni 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) myw.miamidade.8oy/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 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 Hurricane Zone, DESCRIPTION:Series"LS-18" Outswing Commercial Steel(Galvanneal or Stainless)Doors w/16 ga Frames &iv/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 tluu 19 of 19 prepared by Tilteco Inc, 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. FISSILE 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 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 ter inination 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 be done in its entirety. INSPECTION: A copy of this entire NOA steal 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,this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No.15-0123.02 CMIAMDADE COUNTY Expiration Date: April 07,2016 "' 110 WNW Approval Date: April 23,2015 Page 1 �r Daybar Industries 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 L818 Outswing Commercial Galvanneal or Stainless Steel Doors w/Series"AS"16 ga Steel fi-ames",sheets I through 3, 3A and 4 thru 19 of 19 prepared by Tilteco Inc, dated MAR 22, 2012, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS (Submitted under files#12-0216.08/4 10-6217.05/#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,I-ITL-0279-0719-03 dated 07-16 thru 08-18-2003 for specimen 1,2,3,7& 7EIVS, signed and sealed by Vinu J.Abraliarn,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 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"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 #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 ApTil,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 1#11-0520,06). �6tsl I (–Lt.sml,— I Ishaq L Chands,P.E. Product Control Examiner NOA No. 15-0123.02 Expiration Date: April 07,2016 Approval Date: April 23,2015 E-1 GgNF. Ai. NOT.Q AND BPECIFI1ATION3: 1.DOUBLE&SINGE SERIES LSIS FLUSH/EUBOSSEO OUTSWINO COMMERCIAL StEEL DOOR W/SERIES'AS'FRAME, HEETS CONTENT' SHOWN ON THIS PRODUCT APPROVAL DOCUMENT(PAD.)HAS BEEN VERIM FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 20O?&'2010 moms OF THE FLORIDA BUILDING COD£.DOOR MAY Be:INSTALLED AT HIGH VL10Citt HURRICANE ZONES. SHEET '#I INDEX, COVER,.SHEET & GENERAL NOTES DESIGN.WINpACAD$SHALL BE DETERMINED AS PER SECTIONS 1420 OF THE ABOVE MENTIONED CODES.USING SHEET #Z ASSEMBLY ELEVATIONS No 1, 2, 3. ASCE 7-05SIADARD FOR INSTALLATIONS UNDER 2007 FDC&ASCE 7-10 FOR INSTALLATIONS UNDER 2010 SHEET #3 ASSEMBLY ELEVATIONS No 7, 7-EMB, FBG AND SHALL NOT EXCEED THE MAXIMUM OAS D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2,3&3A IN ORDER TO VERIFY THE ABOVE COHORION,ULTIMATE DESIGN WIND LOADS DETERLINEO PER ASCE 7-t0 SHALL SHEET #3A MAX.'DESIGN PRESSURE RATING (psf•) SCHEDULE, BE FIST REDUCED TO AS.D.DESIGN WINO LOADS-BY MULTIPLYING THEM BY 0•0 IN ORDER 10 COMPARE THESE SHEET:#4 OPTIONAL•EMBOSSED DOOR SHEET CONFIGURATIONS. W/MAIL(ASDL)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2.3&3A SHEET #5 HORIZONTAL'SECTIONS A-A & B-B. THIS.DDOR'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1624 OF THE SHEET #6 HORIZONTAL SECTIONS C-C & C'-C'. AN P SUmSMm�sT STRUCTURAL ATIONS,,P TPER ORMED ASPPER SECTIONS D3 AS PER 1612&1LAS 6%OF 027FLORID Da SHEET #7 VERTICAL SECTIONS DTD, E. F, 0; H. I AND HORIZONTAL SECTION J-J BUILDING CODE.2007&2010 MMNS,RESPECTIVELY. SHEET.#8 DAYBAR &'AIR LOUVERS VISION LITE DETAILS.. L ALL COMPONENTS SHALL BE AS SPECIFIED ON APPLICABLE DETAR.SHEETS AND AT au CIF MATYRNLS(SHEET 19) SHEET #9 FRAME SECTIONS, & REINFORCINGS DETAILS AND THRESHOLD DETAIL OF THIS DRAWING. SHEET #10 TYPICAL DOOR SECTION,."Z" ASTRAGAL F6 ASA STRIKE REINFORCING s.COMPLIANCE OF EGRESS/ESCAPE RED UIREMENTS Of THESE DOOR$PER FSC TO BE DETERMINED BY BUILDING SHEET #11 MULLION INSTALLATION DETAILS. OFFICIALS ON A CASE-BY-CASE BASL4. SHEET #i2'SURFACE SOLT INSTACLATION AND DETAILS. 4.-ALL SCREWS USED TOAS4£4tBLY DBNNECnDN9(METAt To METS+}tD Be sruutEss STEEL 904 OR 318 AIM SHEET #13 DOOR TOP AND BOTTOM TYPICAL END CHANNEL DETAIL. i mE�s FF�Nc�iIDiS�s �Cp rPLY�w/�Fw DAR CARBONSoo �crooE SECIIDN To 111.]3.4.�i HELD POINT AND 90 kti DOOR SURFACE CLOSER REINFORCEMENT DETAIL. DOOR SURFACE CLOSER AND END CHANNEL ASSEMBLY. S.ALL WELDING TO CONFORM W/AMEFICAN WELDING SOCIETY AW_-.D.IJ AND D-19.0 REGULATIONS WITH E6oxx SHEET #14 DOOR SNAP IN TOP CAP DETAILS. ELECTRODES� (�a0k.4NFOR ST ANAINLESS D W WELDING SBdEtt AW.B.p,l.e REGULATIONS W/E-908 SHEET j15 HINGE BAR REINFORCING FOR DOOR. O.ALL.ANCHORS FOR DOOR FRAME CONNECTIONS TO EXISNNG 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 Sr.AS PER SCHEDULE ON SHEET to AND ELEVATIONS ON SHEETS 2&3 OF ANCHOR DETAILS.CYLINDRICAL LOCK AND DEAD BOLT REINFORCEMENT DETAIL, DRAWINC.SEE SHEET 2,3&7 FOR THRESHOLD ANCHORS,AND SHEEF 11 FOR MULLION ANCHORS. SHEET #17 ANC SHEET #16 7 PROVIDE MAX.LOAD BEARNG snug SPACE AS INDICATED ON SHEETS S.C,7& T7 OF 19. ' SHEET #1'8 ANCHOR SCHEDULE. B; , UIRE A HURRIC&r PROTECUON DEVICE, WIRE ANCHOR DETAIL. S.71iESE DOOR ASSEMBLES ARE APPROVED FOR WATER AND AIR INFILTRATION AS PER TESTING INDICATED ON NOTE IV 2 PIECE COMBINATION STUD ANCHOR DETAIL AND SHALL BE LIMITED TO DESIGN PRESSURE RATINGS 94OUIM ON SHEETS Z 3&3A. EMA BUTTERFLY ANCHOR DETAIL. 1D.PROVIDE SPECIFIED S£AIANT AT ALL DDDR FRAME,THRESHOLD ANDA"UTE COMPONENTS INDICATED ON SHEET #19 BILL OF MATERIALS. THIS DRAWING. )) 1S ENGINEER IS GENERIC AND DOES NOT PFtONNSE INFORMATION FUCT OR A SITE SROVAL SPE MT PADCF;La WHERE THPARED BY E SITE CONDITIONS DEVIATE FROM THE PAD. (b)COHIRADTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCNABE AND INSTALLATION INCLUDINO LIFE SAFETY OF THIS PRODUCT,BASED ON INS PAD-PROVIDED WIME.DOES NOT DEVIATE FROM THE CONDITIONS 13ETAAJM ON THIS DOCUMENT.CONSTRUCTION SAFELY AT WE IS THE CONTRACTOR'S RESPONSIBILITY. (c}THIS PRODUCT APPROVAL DOCUMENT(PAD.)WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. [di ORNGRlA1.PAD SHALL BEM THE DATE,SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER•OF RECORD THAT ++plrruri.•.� MEO 0. IS r y 6o WEST YM =TRMSSS LTD FOR SHALLBE oTTEPEF+DNo DLaeEi RIULi,eFAOIAs Fo'tT�.lA�t'°sN; OR CANADA.LOT 244. MIAMI-DACE COUNTY PROOUCT CONTROL APPROVED. FLORIDA BUILDING CODE(HIGH VELOCITY HURRICANE ZONE) 71t9OUCl AFJm- 65mNmtwwtmm s Umax&SBNOLE•SERIE4 LSIA DUTSVANO/COMUERCs. h�cmMf Ea11ot1010 A F YDF�`EMIM I�.Plwwi jwVMJw i0AaE OR STAIN OP$TLAOREDS.4 sf FMYE �JAa O.r \fit Aml�+Ma,fO PL NA4l 4w FLUBH EMBOSS D A OLA2El1 ASSEMBLIES-LN. %� SSIDNP��stltl E.ry.uwLna Fb •TMA �tzait(.Q81rrnR� COINaANr DAYSARDUSES LTDis alloiit2 .-moa 1LUeoOaMtmn sa,INTI r'Qfam"�tanrw�"ca-.mt 12-01Q ' o-o+wan. oaAxwa No RAIDED 1allTJ AL FICRDi tb/NtaJ war • • D] F� E�. DM MI AVC VIDM 'A'm VA14 40 Do" WWt m Mom- 19 111 (Do,9 9 21 (D- lO z '700 19 M. T D �t.� m' 1 4 or A A B Ie z 17 or Ct TYA AP& 6) Lj' .' c 12 ��75k-m" 4- 4-- 'D. D, w W w 1\01 12 J tlapi—w Lm D-1 m G L" G`2 ASSEHAI Y JdALL MTM HASONG A 1,hRi, TAIL "'TO tiff fimilLIR DEL VnN WPAIN hu'll i RIM SCH-D SWERL'� AT ROTH DOORS H-1.9ma ME GER 0275 OR ,•,4 Rarrum)AT Twn DGIRV FRODUCIAgAtwi. 4 1/?'STANLEY KQII�HERR LIL 2VAIII�KILLHIN SIANI�T M.S jVj STE. -11�HINGE qg -SMN E�NOW Ellggj�� dng DMIS,r DWWUR ML WL ASA�l - AaegwyN '812•01 NA Ile,Srm Y flow EMR q ITI 11 1 DEAD BOLT STRIKE DGRV U FXPAIGIEID M YTTYREND OR HONEYCIDIB PAPER DOfiR-D�tg I LxFm—m1m MD PAPER aggg By AIR LMIVERV,DNC. VISIEW Lax Wnp4 vir A HARRDYLITIF(5'm?V 2.1 D) SMICTURAL'STILICENE W.1 II? DmR NARRnWl ITE Cln'xl NILDAYEAR rupoicroxvm" .TTH SIR-I EXAN P9 N•Illy h MAX. DESIGN P "T-WT NA'sm A—Nofl;I Ili W IMMTU-JWWAUMift�k V. •- N.D. PRESSURE RATINGS L —.". z QUTSWINr SINGLE L DMJXLE DUCIRS W PRESSURE RATINGS YON DMIN RIM PANIC DEVICES) AS.D.RESIGN DESIGN PRESSURE RATINGS m.SINGLE DOOR W/'NO nCWA.CQELfS0)1-TS POSITIVE 41,PSI MITSWING SINGLE DDDR V -SURFACE BOLTS *0UR SURFACE DOLTS) — DME DmRs V/F&TURFACC BULTS) NEEIA71VE E* POSITIVE PaSITIVE I NEGATIVE .111 NEGATIVE —63 PSF Twpm DURA 3L CODE(11IGH VELOCR HURRICANE ZONE) ASSEMBLY EL�VATIQNS # 1, 2 3 (�q DOUBLIC&SIM=3LRttS U18 wiftwo COMMERCIAL Dun BY, ULVANNEAL 98 SrAll" III=Dm 'As, 11"WEEMWAL OR 3TA911134 LA.�" '5EE SECTIONS ON SHEETS 5, 6 & 7 8,OIAHO ASSEUDUM-L.M. SEE SHEET 3A FOR MAXIMUM A.S,D. DESIGN PRESSURE RATIN DAYBAR,INDUSTRIES LTD SCHEDULE FOR ASSEMBLY COMBINATIONS, nism 12--0 f0 0"' 1110] •1 • 40 VO'MAX FRANC VJDJH---- .-44 3f0'NAY FRAME VtaiN�- o[7AIL 016/9 't 'DETAIL NI6n 361 MAX DDDR WIDTH— EA SIDE ^^-p6'MAX DppR WIDTH H- CA SIDE s 9� @N'a g� p p ® ® 04 NAYLITE$ARE PERMITTED IUPROVIDED VSKI,C'TNSTWAEiCONTACT WITH MT PORTION OF WOR gA, ` SKIN SEC DETAILS 0 SNEET 1,119 19 of 19 8 Y i 20K• i g g� MAX g� ! 4 i l is a g L —J p " B '9 X FV p ��} yy PRODUCT RENSATb -GoksCd t'i7 3 eNFJwx49./IMb •-- AEaneNnSpnd u.°N!H 6Z . .. 6 le BMu..11e e]S• ID• IO• I°, a t0•t2t FUAL Sti• t016 Far D• 2 R ID. 6C.MAX. MA74 MAX. HAIL e79• e7a• .MAX MAX AX eTa, AS M13•MT r. K RIQR Ft VATTQN SINGLE POR ITSWthi k I CONBtTIQN.V D D HOT SA c�NOLY r N7-FHR f T RID FI FVATIQN clTJfl F RQQR Q ITcyTN.WA QN➢IT1RN-W ILD D CHI N.THICK NE FLAT HEAD MA.HINE'n�REV'tnCK WASHER 2 NUN VG EHp(RFT NP]p] pR FRAM I ,ncn P IP!• OF JAMB SCREW,I EICK WASHER A W L�CH-1 -R, KURT"q I QCK _V%FA RDL T Lp{�L + c RI c D A➢BD T LL (AOR CI]BF VLF- F 9 A•JNDUCPIIYWUED VISION I IT • • • , � piuuii. MAX A.S.D.DESIGN PRESSURE RATINGSA run.M4 a�ld _ tI r.� CDUTSWINO SBIGLE DEM%WITHOUT SURFACE BOLTS) • • ISLS'JkA,TlLt POSITIVE ......65 PSF fx� HAX AS.D,DESIGN PRESSURE RATINGS d ••.T NEGATIVE -53.3 PSF IOUTSWING'SINGLE BLURS WITHOUT SURFACE BOLTS) ,a�a JG�NSF 'i atm• POSITIVE 1 +65?Sr. $ ti FLORIDA BUILDING CODE(HIGH'VELDCOY HURRICANE ZONE) NEGATIVE -53.3 ASF Bl°q yKA ry LuvIP*N DWDUE a S917UE SERIES LS14 OVISWiNqG,COVDIRCU 'BE LT OALVANDE,AL OR STAINLESS STEEL DOOR rt SIS°AS' °fir"Ori 6�EMBLY ELEVATIONS #7 7—EMB DA�ZQ Cp�`YTtr, 'F 175 EET°Ue08RO k oui�FO A 4 sDU'�L FRAME LG./&M SEE SECTIONS ON SHEET 7 DAYBAR INDUSTRIES LTD °'WE' 4�;Y�Ui}(t IJ II TRIIf TFSIfNP t INJrtNFlY!N'0 pYiPANY mnf't Ct4C tAWPImt n/iiinA ""'r.'."y'iMi.u .rm T+uN!°q-wu!r ml w TaN`°1»-+m° f 2-Oi0 SEE. SHEET 3A FOR MAXIMUM A.S.D. DESIGN PRESSURE RATING SCHEDULE FOR ASSEMBLY COMBINATIONS, MA=ma"m Ias` •w ml 3 OF SR MAX. .A,S,.D, DESIGN PRESSURE RATING (psf,) SCHEDULE -FOR INSTALLATIONS COMBINING ASSEMBLIES #1 THRU #7-EMB BETWEEN EACH OTHER FOR A GIVEN ANCHOR JAMB TYPE ITEM <SEf ANCHOR SPECIFICATIONS AT JAMBS r ASSEMBLY HI ASSEMBLY 62. ASSEMBLY N3 ASSEMBLY-'#7 ASSEMBLY 07-EMB SHEET 19) (SEE SHEET 2) (SEE SHEET 2) (SEE SHEET 2) (SEE SHEET 3)• (SEE SHEET 3) 6 0.157" OIA.xB 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 +6% -65 +65, -65. +65, -5.3.3 +65, -53.3 8 EXISTING MASONRY ANCHOR & E.M.A, (SEE DETAIL 22/17) +65, -65 +65, -65 +65, -65 +65, -53.3 +65, -53.3 9 EXISTING WOOD BUCK ANCHOR +65, -65 +65, -65 +65;-65 +65, -53.3 +65, -53.3 . W/WOOD SCREW 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, -53.3 911 STEEL FLAT HEAD MACHINE SCREW& E,M.A..(SEE DETAIL 23A/17) 9C CHANNEL IRON W/3/8" STITCH WELD(SEE DETAIL 2311/17) +65, -53.3 +65, -53.3 +65, -53.3 +65, -53.3 +65, -53.3 N( NOTES ON FRAME HEAD REQUIREMENTS MODuct"NEW4e PcwN4A1'foAle 1. FOR SINGLE & DOUBLE DOORS INSTALLED AT WOOD FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY wwmDm. A= RETAINED Ore/- 2 eOZ RETAINED HY EXISTING BUILDINGS WOOD HEARER FOLLOWING DETAILS'AS PER SECTION E, SHEET 7. i[ D/ 2. FOR SINGLE & DOUBLE DOORS INSTALLED AT STEEL FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY WELDED TO EXISTING BUILDINGS STEEL FRAME HEADER FOLLOWING DETAILS AS PER SECTION H, SHEET 7 &'DETAIL 23D ON SHEET 17. nlapucyelcvw[a rN!+^I�ri.Paldr 3. FOR SINGLE I& DOUBLE DOORS INSTALLED AT CONCRETE /MASONRY BUILDINGS, DOOR HEADS NEED NOT HE �. ATTACHED TO EXISTING BUILDINGS HEADER. APPLICABLE TO SECTIONS D & F, SHEET 7. ,IAtttftii BA�I9edf r ENSI +, FLORIDA HULDINC CODE(RICH VELOCITY IiUflRICANE ZONE) 3 [y0.44167 DOUBLr a sMOEE SMO—TSIti OVIM.0��CONAIEAML AWN By, . Id 0C OALVANOR NGL O�N=9 S1EELIEBADE� LD/w0. AL1HN W03 9E0 R OUZ[0 ABSEDBUES—4U p,,�( L ECOiMa. DAYBAR INDUSTRIES LTD °'/°,',',E2 ' -`> �'.E, '•6 dLl Mum r o courun •w ern R '= S/0NA1�0�'d "",�,:5�.+,""!�. .., .°�.."`"1. n1 n ouvmlo 1 ��•A �•� SNQt>A Bf IB ftORAN 1/6�Ilq MAX. DOOR WIDTH' MAX. DOOR WIDTH (SEE'SHEETS (2 & 3) (SEE SHEETS (2 & 3) �4 D (SEE SHHE (2 SHEETS (2 & 3) ' (SEE SHEETS &.3) �:`•'�, R14.075 23.0 MAX. DOOR WIDTH MAX. IITIOR WIDTH 13.0 H N 1.969 a°®• 37.125 .o. x 45.D49.a M N W N ,�.� I N SN =N WN ��`"`''7 a w { (—i o~y� 3,510 Sg r ®. ® 1310 N z. a liN s fna q2 0 I A xN 21.500 £v 15.750 20250 a 13.0 13.0 s 13.0 9,0--A '4 4»9.0 17.5 --{ 4- 5.0 23,0 �9,0 q9.0 MAX..DOOR WIDTH MAX, D013R WIDTH 5,0- (SEE SHEETS (2 & 3) 1.937 (SEE SHEETS (2 & 3) MAX, DOOR WIDTH MAX, DOOR WIDTH r 250 (SEE SHEETS (2 & 3) � (SEE SHEETS (2 & 3)—7 562 y I —1 R30.195 I ® 7.0. Q,0 &Ofi2 13.0 ® 1,937 + F tVv 19.562 37A 25.5 w ® ® 1937 65.0 95.500 i az 6'5 ow 13.0191 34.562 w 21,5 W x w 21,5 13.0 Ai4bummawo I t2low"sc2.mwlVNw —=—1—i 45 1--� v �9,0 9.0� 0m 12,b .0 15.5 �SA �9:0 9.0L 9.0 90 5.0 23 OPTIONAL EMBOSSED •DOOR °' P� MEET CONFIGURATIONS ,Duto o-c cone(fiiGH vEtoarY x(1eRrnxE zoNe) NOTE rnuatx�6untwao �1�`y1 �}1;E1VSF 0rou woo to66�a rtyp0181uuaas_oa si SiJ O�ias smi te e/au[s�;" .—s at." EMDOSSED DOORS PERMITTED IN aA V—CAE at stumtss saEt mut w✓Ao. S.W.c.4 f p,4�T87 rwe nIBOISm @ OlA2ED As3ELalES 4M. SINGLES & PAIRS'LIMITED TO DESIGN A,,fuM.n. t kZ N PRESSURES NOTED FOR EACH ASSEMBLY eaM+C Mtl 1I. E'CQ1Na, DAYHAE�•INDUS7RIES LTD S noir te�s�t�w•e0e eeaws eow�xr a ow:6,nu avti -0 Nt t �S $.��':'?3br�- +-iId"'- ny wi°yni. iu.w ut•uw 12-010 wd.`D , .•s.a tW..adwm 6 ixo» SIQ(�Lti Aiaw4 e�°11{4067 SHUT+m to F NOTCH THRESHOLD EA,j SIiIE Tp (:/ s W/DOUBLE ROW pF 11 t5 SEE SHEET!i SUIT•JAMBS,SEAL:Ip2NT WITH ' �q II ®OE SILICONE H CLEAR SEALANT Ilbx(r2'SMS SEREVS.@I'FROM. O EACH ENA AND 4•nE. (�wr INTERIOR6 SURN P D f' CSEE DETAIL 21/17) ID.tzs :0.125— EXTERNOR ales t 48'MAX.DOOR WIDTH 46'MAX,DDOR WIDTH 100'MAX,FRAME WIDTH — -1 SECTM A—A SCALEi 3/16'=1' , MAX,SHIM ' ' INTERIOR :NOTCH THRESHOLD Ea SIDE rp 5 W/DOUBLE ROW OF SUIt JAMBS,SEAL'JF)1NT VSTH 1 .'SMS SCREWS @t'FROM ,,gg��, pE SILICONE I1 CLEAR SEALANT EACH END AND i'nG Wr'kl (SEE SHEET 10) 6 SURf WEAFACE APPL ER STRIP 0 O zl 1 O PRODUCT A1r1{yyry 8 (SEE DETAIL 12n7 EXTERIOR �o " z 0.125• 0.12s D.12s' 48'MAX, DOOR WIDTH 48'MAX,DOOR WIDTH 'M�v10.o 100'MAX,FRAME VIIITH r0.DRuCT Rr.V1M(jD d..1e 1ti Fl„u. SUE,OB—B ' s �rprpHniurri S� �yCENSF ' "OA HVIIAINO COLE(HIGH VEL)CHt'HURRICANE"LONE) p.44167 t Buuamcec(nw.uma) OMM IE SE@Es 010 OWSMO RNEECMI TT CALVAR.DR 3TAINLESS SNlL 4111 W/(Mll 16 ppqE OALVANNIAL.OR STAINI[!!'=4 TRADE EA./AA. ^,� 'TLUl.IRROSSED k OUZAf SlERlUE9.LR.• DAYHAR INDUSTRIES LTD olwirlS S�'+'�qL��11 r.��...rrsruro w•rNaxruuRo cow:Rr roger u�.�IMvrnuov, • ".�ONAt.. 1d +",•�'t'`'� �'- �"' m.ns metim`am tw sw aauaa I2—p50 �iJirN�iq)Ir m-aaoeru aurm�a.R. • RALiGA�(d:RL ' AIXrfi4 W/NIOS 9RIET O W 1R NOTCH THRESHOLD EA.SIDE TO TNTERIQR SUIT JAMDS,SEAL JOINT WITH (SEE SHEET 17) 5Q1A W/ DOUBLE ROW OF 9 GE.SILICONE 11 CLEAR.SEALANT j EACHSMS SCREWS AY FROM a EACH'END AND 4'D.C. (D W/® 2 (SEE SHEET 10) 6 SURFACE APPLIED WEATHER STRIP � f •JL- EXTERIIIR R 0.125' 0,125— 0,125'- (SEE SHEET 17> 48' MAX, DOOR WIDTH ---48' MAX. DOOR WIDTH 100' MAX, FRAME WIDTH SECTION O—C 1/4' MAX. SCALD 3/16'=1' SHIM 1/8' MAX. A SHIM NOTCH THRESHOLD EA.SIDE TO SUIT JAMBS,'SEAL JOINT VITH 21/2' SCREWS W/ DOUBLE ROW OF GE SILICONE It CLEAR SEALANT Q i £OCH END HAND 4'at.R1'FROM e w/0( INTERIOR Q(SEE SHEET 10) ib SURFACE APPLIED WEATHER STRIP n 21 2l O D) EXTERIOR Q or A (SEE SHEET 17) 0.125' 0.125 0.125' N ®or A 48' MAX, DOOR WIDTH 48' MAX. DOOR WIDTH , (SEE SHEET 17) •100' MAX.FRAME WIDTH . tt(rrreui � 2 .Qt bpi."" -n -Oz E�J8yd14 fiwac �` a• O FLORIDA BUILDING CODE(HIGH VELACRY HURRICANE ZONE) &41 'T t ®.fatLat®aa{oq�rtgo}' 00mc k MQU: tiE3 0 9Uf5WWa COIiHE'SIL OlfiNii PTi .�*. '• •,A. +({ is 044 OB STAIHlESS SELKL DODH aJ SIZES"AS 10 OME OALYAtIN[AL OR STAIHLCSS SUEL.ERAWE 2 yt F=N EIMMED k CLASED ASSSENREI3S+LY, O511Ifi3 IC: EGO DAYHAI3 INDUSTRIES LTD DAtc 12-010 • rirufli ,k Ea-mrono wuww x. xu A; Ans amu w�arer arca a DE re POURED MIN. 2-2'x4' Wf pWHLE R04 OF NOTCH THRESHOLD EA.SIDE TO I' �• NT WITH CONCRETE WOOD PLATE �/2'•SDS SCREWS 8 V GEUSLLICONEIT •II EC EAR AL ISEALANT HEADER x !f AX i ROM EACH END AND 4'O.C. i = SHIM Q W/ 0 6 IN7ERSOR SURFACE APPLIED I \-(DAT ASSEMBLY C1 ;,,.-� WEATHER STRIP 1/2'MIN,GYPSUM © ih O H N WALL BOARD OR m X 5 PLYWOOD SHEATHING (BEYOND) ^'I a 2 2 EXTERIOR SEE MULLION STRUCTURAL STEL �B DETAIL 23A/17 DETAIL 23B/17 INSTALLATION - CHANNEL WITH 3/B' O.Ss?5' 011251' .., SHEET MIN, THICK WEB 36' MAX. DOOR WIDTH o -40' MAX, FRAME WIDTH ,•~ �2' STRUCTURAL STEEL CHANNEL DEYOND - ,' r SECTION J—J HIN,1/4'THICK STRUCTURAL MEMBER AT HEADER MUST BE DESIGNED TD. SCALE, 3/16'=t' CARRY 174 D/FT L BE REVIEWED BY BUILDING OFFICIAL POURED ■ CUNCR tiL <.•.. ! CONTI UES SAME 2 + 20 }:t. AS SECTION G (AT ]BOTTOM) ter,::; S CTIGN E 20 z0 2 +eo y 1 C0 SCALE,3/t6'-i' o STRUCTURAL � MSO-24x1-ill' D:. � `d a STEEL CHANNEL HRU-BOLTS E pMIM 1/4'THICK r WI 1� it a ^T C SEE w 16 hf 16 1110-24xi-1/2' U8 X 0; DETAIL ;-,¢ F- THRU-BOLTS w 2311/17 20 16LOOK w `kms @ lo' POURED @ 10.?,. POURED 21 LINE MAX. CONCRETE n MAX, w CONCRETE REQUIRED REQUIRED SECUM _F � SECTI I � " nim^f.'M YROOOCtAXNLyMO! ., SECTIdN GG ELIJI D I .z,"" POURED 3) GE SILICONE TL .i.Yw.oft. Fj ,tyy I .WT ��t--"�{.z CONCRETE @ 10' CLEAR SEALANTIA1nrh+wf. �y,My�@_"�-"''�'02 REQ'D Z. MAX, , `z' aarlyV'AcpT�I /fJ�� � fax SECTI N Il—I) O 'AA�^,�Q' Gf-,rSF y FLORIDA BUILDIN0 OWE(SOH ELOM HURRICANE ZONE) SINGLE DOOR DOES NOT NEER MULLION' y D 4087• E O»u naw In Rlr Enw) OWBLc k5N0 Sc ES UI6 aiS a MN[RCIA (,ATCN ONTO ftEIHFORfEB.IAMB ' OAOGNNGI oq STNNLCSS STfE1 DWR N/SERics CO TINUES SAME is E OAUfARREAL OR STAR2cbD S RANE Go/Au RO5R E�w t OS712ED AS Rf!-LAG SCALE,3/16'=1' a� AS SECTION f � a�` IL SC Ostia. DAY$AR INDUSTRIES LTD oetc (AT BOTTOM) ��1r lUMALI� w 2 070 SECTIONH rfa SCALE,3%16'=I' n�S`11c�`�`f iiei axm or w ,623 - "L — . j R.046 ! R' f — MATERIAL SPECIFICATIONS: 1.835 DETAIL D DETAIL D DETAIL D1 ( 6 SCREWS 20 GAGE CRS FRAME W/A MINERAL PER LITE BRONZE BAKED ON POWDER COAT. O,S,DIM ,623 .395 ,623 +;S(y o IJ—SABIC _19 1.75 ,097 ,097 h77 N I CONT.1(2"THICK GE SILICONE 11OOR 20 GAGE n�i. LEXAN CLEAR SEALANT SNEET ALL AROUN S`� n inm EACH SIDE 70 4 a .5 3/8"THICK O M° SAB LEXAN SHEE i m N DEr.JQI 7° :x 22' KIT - ELEVATION ''063 1.757063 a 132 �8 4 M Iu I.S.DIM 1.75 118 lz 1/2"THICK #8X7/8"F,H 2 CONT. DOOR-1DOOR 8 10 PHILLIPS GE S33LLffCONE II CUTOUT PERRLiTE A SHESIC D N 63 EXTERIOR gg INTERIOR HD S.M.S,{� 06 CLEAR SEALANT 6 __ --+ PER KIT ELEVATION ALL AROUND SEE ELEVATION FOR MAX, 30 995 DOW I/�° SABIC LEXAN A.S.D.DESIGN PRESSURE CLING DETAIL EXTERIOR wm ( ( CORNING STRUCTURAL m RATING ON SHEET 2&3 rnuauct acMcwtin p N o �, SILICONE SEALANT, 1/2"x 9/8"20 GA. rroewaw ALL AROUND EACH SIDE GALVANIZED COLD ROLLED Ampl""w Nm 2 2 STEEL GLASS STOP �l SEE ELEVATION FOR MAX. 1/2"x 5/8"20 GA. — A.S.D.DESIGN PRESSURE GALVANIZED COLO ROLLED 6 z RATING ON SHEET 2&3 °sioaucvervuuo STEEL GLAZING BEAD '6. 0 3� 3' I2° x I2° KIT — ELFVATI❑N •ozl o 3/e'sABIc LEXAN ( V!LFZ—TG VISI❑N LITES 30 995 DOW CORNING rnri/t "I EXAN GLAZED ° STRUCTURAL SILICONE 3/8° LFXANLCA AZED' 4u9AA D BY AIR LOUVERS, INC. SEALANT,ALL AROUNDFl P M EACH SIDE VVE� N LITE q ��+v�}(n}SFa,✓� DR pA HNLDINO CODE(IPGH VELOCRY,HURRIONJE ZONE) MANUFACTURED f NU,ggi87 °"°°`s m"m m! WJ=t ano SERIES 1518 OU13"0 EOMMER L 1 UWAKNEAL aR SATRMgLS 3iEL1.OCOR wJ SEAiEs'AS oRA%or, BY DAY$AR INDUSTRIES, LTD.., 1 is CAU dtWwNUL oR maMEEss stat ERS' L0./Aa. FLUSK E115055E0 t MUM/55EMSIlE9-LM. • Lo-ltirlt� iL EGO�ae, DAYHAR INDUSTRIES LTD 7117 3/8° GE LEXAN GLAZING DETAIL 1 .'+y,jQlu91-��rdiClr`' gR yty[yNow[rRµuroprnpynyu'Nr eonomuses 1Z-d1{ •-,wm aooenwrciw" onrvnxa R. =Ennui arca a arts r a•'a1 '7a)z5 .. 1 alD+o ��gy°R�T.O'° ose7a� )2oao o�' aa7so 7.906 $ SLa7S--.— FG74CL)Yjpt• —,_LF; 8 n00o0 MATERIAL, W300 A GAUGE 12 MINIMUM (4D97 o9oao LOC Tj�ILIN TMJCK)GALVANNEAL OR STAINLESS STEEL a -AT FRAME ATTACHED W/(2) LONG MIC as79a WELDS ONE/END, n a4. N • 1 •CURFACF STRIKE RETNFORCING � f_7 '� M oA000 � 1 9.31¢3 p • age �aQ� �,�59Jt .!('�, 7fA4• lhst 9°a tl. 01 0 a MATERIAL. .1 1 E • � p( p � Wa9a t2 GAUGE "*'"•.. ;T.M.f MAFFJ21A4 KINIIMIM'STECD GAUGE STEEL ris3 GALVANNEAL OR EGALVANNEAL DRSFA{NL£SS STEEL 2"FACE SHOWN ' STAIRLESS•STEEL 5 4 7/8'STPN9PR34 1/2- F AM MOOR HINGE RINFORCEMENTFRAME REINFORCING DETAIL DTAIL • ATTACHED W/(4)3/16'n PROJECTION WELDS. Lenafi37Sa L5a99 F1. DIE MITERED CORNER CONT. 0.969 oFa's[T WELDED INSIDE FACES & $� ue7a '"`Ela]9� PRunUG7 pan�YW AT RETURNS 11 � 2.CAULK WITH INSIDE --�...� CORNER WITH G£ SIItCONE 12 .i! —!- -L_ p {p {t �{ �Aew�n,k.N /'-0 t'�2 aAa7o � ae7e � DADi° t -DETAI 16 GAUGE n70a SCREW TYPICAL WELDED CORNER c GALVANNEAL ORM cosw DEAD LUCK STRIKE TAB STAINLESS STEEL 14 GA (0,074) MIN GALVANNEAL DR STAINLESS STEEL ATTACHED TO STRIKE JAND W/(3)1/8'0 Y143YDCFR1Cv)RPA) Q TYPICAL JAMB & HEAD SECTION PROJECTIGN WELDS. OPTIONAL HEAD SECTION T Sam FRAME SECTIONS M� IT IFORCING 'DETAILS 16 EXTRUDED ALUMINUM \\`y�le ,•��}GENSF VUORIAA DUlWNO CIGH pDE{HVEIDCDY HURRICANE ZONE) \ ®.°la mem W IR9wea)• Oa k SInn4E OM Ufa 0)STAND CGIhIL IAL. o LWANNEALpp STAIMESS STEM.ppoR W//SERIES'A9' RESHOLD N5E #950NA 1 0.44187 a""aALVANHGL C®RI t9$StEEI TRA)IC U^o. 3* FLO sx,),�eossEn k'aLMEa ASSEU011Es-L.M. DAYBAR INDUSTRIES LTD °yv a .�l�, T.ttatiF ranvnt ANr m„rn u�c a'sRe•,w. 12-010 \ `` �`••A:1`� DwNrxa ue ��/%%//1IllI.1 {ApH°N IIp,�/�IIi SRCtI 9 ap 19 L DOOR FRONT OR W/ 0 W/® WIDE SIDE 3.0 W/ <2)H14x1' 0.562 E IO ERI 'T� H'SDS SPACED AS PER ISOMETRIC �'F DETAIL 17.0 I.S L87S 1.73 GASKET NGH109 D T b 1/16' x 3/9' RIOR 17ER[O -� 0.625 �-• DODR'BACK OR NARROW SIDE BOTH DOOR EDGES tl�HIBL LOCKSEAH FILLED WITH 1-1/8'%2-3/4' DEAD ,SEE BILL OF HELMIPRENE#,C8323-1 6.0 . BOLT STRIKE 1/8' IN 2' BEVEL MATERIAL 'ADHESIVE-SEALANT YEQTIQN THRU ASTRAGAL TYPICAL CROSS SECTI❑N 120 84.000 AT DOUBLE'DOOR THRU D❑❑R. • 0.593 4—d -7/8' STRIKE 0 ' 0.032 0 0 (2) 1114x1' 0.125 ' SDS (TYPE 1.813 8.875 5,594 2.063 I2GA. GALVANEAL 3.375 2440 OR STAINLESS 4.873 0.438 STEEL ASA STRIKE REINFORCEMENT fpo0uCl ApINO! 17.0 3x1/8'PROJECTION • WELD EACH SIDE n°wised./-D 2 �-1 T- A:SA. N1 -24 1230 e. PPEDGLESFOR STRIKE •emm�3.0 0.312 /11YOYi.7pJq'lgyp © d7�AsTRA+A _IS❑METRIC STAINLESS STEEL ET� DETAIL A' A -1299 STRIKE MATERIAL, REINF❑RCTR„�❑R;ASTRAGAL THICK GALVANNEAL STEEL i11j1�TLp'T(�Uf� ' 11 P.+•� 'QN FLOFUDA B1A}J/1110 000E(HIGH VELOCITY HURRICANE-ZONE) OR STAINLESS `��y1 f JCENSF's e STEEL .� •+ ®mN mnc.w Wc�trn.� WYDIE k LNO !ERIE n 0 TSWINO CONNENCIIL ND.441.87 i °AEis A.DR ANA .$ITER DOOR W s01[9 16 OADE OALWJINGL OR?TAWssO�fNAM. ��O• • EWlN FNO0.!!ED t OIAZW A55[xBUE!—LN. ' C I I. E C 0,'.2. DAYBAR INDUSTRIES LTD 01/Dnic �` noir rrarwo r rrD� °'e-.`''""0'1.u.,` S' 0 10 t11�0 "'xiL."�Y+eO. ie'wiwL kyr 12-070 DSAw Ra n° .,sIUNA� 1111' y P.L EN"1 10 wig rwam!ue um 00 FITUNO y�I1 S* IE>Vf'-20 MACHINE,- t8 MACHINE SCREWS WAD. EXTERIOR. d{ SCREWS TO MOUNT COVER U7 3/I6N S•D•5 TD HEAD!� STEEL , COVER MILD S (t)NEAB �. -- -- -- — 3.01FULOEa a � FITTING STEEL 3.8 's EXTERIOR I 86x0 TOP tWNEA MULLION FITTING STEEL • Is I/ 8620 fInING STEEL ISM 1 jI�ta04Y ' 125 TrIXr WALL. IB 620 TDP NULLID 19 A 500 GRADE a STEEL. FITTING STEEL �KNFCT2DN AT TOP (P AN) SECTION ' EXTERIUR EXTERIOR • ' Is EXTERIOR Q. {MACHINE SCREWS HHEAD 4 FLOOR. 1 08620 BOTTOM 5/16'-18%1-1/{' MULLION FITTING I i STEEL sY 3.0 i 6 3.6 r0 5/16'al 5/16' = T °620 POWER FASTENCRS FtTTTNGr. HOLLOW SET 1 •_ ` ' BROPIN ANCHORS \. 80 0 6620 FITiailS CONCRETE 2.0 RCGUIREO ISOMETRIC NOTCH _4 THRESHOLD 18 FASTENERS CALK IN ANCHORS 11 STRIKE W P MDL EMBEDMENT PLATE ase 15 a CDNNEC[IO AT BOTTOM (PLAN) GASKET NG036L EA. SIDE / ' TOMUAPPLIED I TO HttllttYi 6 O , DROP IN ANCHOR PRODUCF REITgto 2' ° 3"0 /C09gYfiEVLUO �POWA0i O !t!lfPlb�FwOl raS ti , ' I iwlq ' Amp4aLr fy/-0 2•Ll^ AaMykMeN O 18620 BUTT134 MULLION E.FI+aM°a I> �'• 3500 �M1w Oak FITTING STEEL OTEOUT 2 9111`EflAH %� DofeNi 71, FLOPopA BU1DI!!D CODE(FiIOH VELOCITY HURR10ME ZONE) ®teN IIrt°o Na 0--mw DOUBLE k MOUE BFAIEB Lsla WTSW(NO 00NMERCI ExTERIOR Q IN AUPRIN SERIE$�..� 14 NQ 44f8 °"''IddMDA 001 Y.W �'wv '",5">j F°115BA z" °W M 1 ICN/DDDR SEM KWe. J�q STAKE PLATE) E — wSH tuB150 a MAA A!!rlll LU, I� �FT�� _d -{,�.Q' DAYBAR INDUSTRIES LTD r<i`�.,...1='L $s OR DPS\�"�i 1Li1� r'm"�"w��� In�n,�YO���mr 72-010 .... ramROUarTra. ,, DMunNO ro 1///1I/II /l�tllfIIlAtb/IIIPI 1/1 aN[lY It 0/19 SEE SURFACE BOLT ENGAGEMENT DETAIL EXTERIOR 2 21 N, (D or A Wall;. gx "t (Dor A ?i,ctx ! Nf4 Ot a s ' 9 010-24 X 1-1/2 ' TDr A w - OLTS w + yi SEE DETAIL 'A' 9tP �1'I DETAIL 'A' •:;;: '•:}c o:k. 2 0 EXTERIOR' 2 0 Q Will 0: TYf]j�AL SURFACE EOLT ENGAGEMENT N10-24 x 1S DETAIL AT HEAD E4 SILL -BOLTS �aooua unaat°9. ^LUff eowlrE •r�7i1ME191 #10-24x1 1/2' THRU BOLT16 A•agronF4 02 ul�� 01 L ENGAGEMENT DETAIL MI.vl D.ae SURFACE BOLT INSTALLATION N A AT DOOR W/ ASTRAGAL (INTERIOR VIEW) :;' `"'',:'�:,'±; r:�• '�i°°UR��Id`� N •r, ii..• if;., '•WNb4f�r110MRwtl. NOTE- SU RFACE OTEiSURFACE BOLT CRE PIn�"' i•i.� y°,•'' ?" t '•' PAR•MANUFACTURER-HAGER TE aEoMODEL 0275D 9a°MAX ulaEo MATERIAL-STEEL FINISH-US2611 BOLT FLom TYPICAL SECTION. 21 8" #275D HAGER SURFACE BULL T A'° ONLE DUIILINO COLE(IDLM VELOCITY HDRRICANE ZONE) ND.Q4167 i o•r r O�rn.m DONLE d S NGIE San-L315 0°fSNGW Co mils AL rM m wLVANM%-oR SmalEU STEM DOOR wJ eulrz9•AS {. .• �(; le RAGE OALVARR[A4 OR 9TADILE54 5?EEL FaAYC lA.%�• 1 FLD9a•NBOGSEO d°UZE°Ass ES-LM .i Q�mz' .GOINDAYUR INDUSTRIES LTDfb°%a�` mi roe t •uilnnl'I mAo�om!/F�rR Nlnt r • rLGw01 lA.1 eNE[1 12 Or la 0.5625 VARIES WITH DDOR WIDTH •• 8.562s L'00570 MIN. n TYP. 4 v T 118'0 FCR- SPOT WELDS 3-0.3125 X 0.0750 T L0125 (TYPJ ELEVATION DDROUND 3.0000 0,0750- .0000 TYP. - 15625 Ta lA000 L N II 04 �N2.0000 UFHJ• 'SURF NECLG SLE S 17250FAST0 _ 50000 2.ODOD 26 DOOR TOP AND BOTTOM :` EICALLEND. CHANNEL DETAIL MATERIEL. ' 16 GAUGE(0.057)MIMNUH GALVANNEAL STEEL OR STAINLESS STEEL 2.6250 02500 a75D0 y6250 m CIf N `a� v 7500 ia.750002500 aS0b0 16.25 PLAN DOOR TDP D CHANNEL \ 13.5000 Pl A°lu�ildar t>♦atl may `\\ • �yPif Yr gy0 t.pi„A„wao ®DOOR SURFACE CLOSER \ \\ \ • fad Sad SECTI~"v 3D VIEW .::;4* ry� REO DOD AT CLIPPED \ v}.. LAMINATED TO EACH FACE OF DOOR Ails—a• TO DOOR AT TOP EDGE \ no 14 GAUGE(0.074) W/CONTACT ADHESIVE 00iHIHOND 632(-1) zw'!_o.n 3 \ \ c MINIMUM GALVANNEAL OR STAINLESS STEEL AT HINGE EDGE AND TLP END CHANNEL \ \ DOOR-SURFACE CLOSER ` ORCEMENT DETAIL ,Illi � a FLORIDA HUILDINO CODE(HIGH VELOCITY HURRICANE TONE) , p' T-�'� Oru umm R12Nf1YRl YRYRLL A A Qu SLA L513 YTm"GOYNLRCI DOOR SURFACE CLOSER 8, -END y�' •� 1��ENSF''`� * RALVLbR9tAW1FS5stttLDWRK/SERC ,smm .NV 'A - to atoL a4yIJ1NGL'ae arAuats9 SYca IR,w. LnJAa -p - + .�a AMR r � Yn-�Y. . . 3 IDP,,. I ro awsrm a ,l Y S LTD a1- /z R.1c /2-OtO CHANNEL ASSEMBLY" .._Lr� ......6,�LI,, �y� z�. U�.�R�M . .M. d•R. r fQ L�� IL ItDRmi th j urq cxctT 13 or 9Y nnL� CHANNEL �a TOP CAP DETAIL 'A u o 1.650' DETAIL A ASSEMBLY (ISOMETRIC) SNAP IN CHANNEL (SNAP IN CHANNEL WITH TOP CAP) -P 35.750' TOP PLATE FOR 36' DOOR WIDTH q� 47,750' TOP PLATE FOR 48' DOOR WIDTH �F�s'S �j�^3• (VARIES WITH DOOR WIDTH) I! 34,125' SNAP IN CHANNEL FOR 36' DOOR WIDTH 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 ARowc..... 1[ STANDARD TRP CAP, 0.7500' ftwwa'ra"k4°'^+•(r r+"°Aucr(g'1� CHANNEL vzEw I A+r,,,.1 wpnaN do DOOR (L,\�n�_AS-,1 IN TOP CAP DETAIL paGRORLSA ESS TEI FOR DOTH PIECES.633. - �^'�•"..„'K!�J'Ai Ftmm HUiLaw CURE(HW7I'YELUCITY HURRICANE zom ®rou)v¢o R.tmn[ReQ aG BlF'll 5D101r.5FNCS L51a,0U15YANG GGNNLRCIAL ���, '� YAttNrt}GFI aZ.CtLL3T 5lLZL aoOR�J scniE9•A INSTALLATION OPTI(INS, ` NO;441,87 is MGC MLVANRGF GR aTAiNt[ra afe[L Frtavc L.zl+w• aLNeOSSLD& 4ZEa ALSfY°IIEa�lM (A)CAULK AND,PRESSFIT L'' ` Ezni. DAYBAR'INDUSTRIES LTD a 9' f>I�� f .p turn+°•aePmerraNa°nWrA F maaw,n°om, i>D CAULK,PRESSFIT AND TACK WELD z ''`...�n•v �¢�' +rim- "3" tw.w::aaos in'w�e'.o-,m, 12-010 S pfd d°+ aA..a:o w � NAL•• r "K yf?drrr0� tiaU(�Jlar -Nut I1 of 10 3.500 ' �»LIBB •IVI£W X 8-0,200 1 I 0 0 0,623 0 0.134 0 �— I O 688 li SCREW i 1 DOOR. EDGE PROJECTION DOOR. I 0.110 MOLINTI G TAB 14 GA (0.074) MIN GALVANNEAL STEEL OR STAINLESS STEEL 0.343 i I T, GAGE 14 (0,074) MINIMUM )�;_ RP REINFORCING SAME AS 086, t CE LESS LOCK CLIP L'MOUNTING i TADS, GLUE W /CONTACT ( li ADHESIVE TO DOOR FACE O LOCK CLIP-18GA(0445)' l�68T--� ^+o0 0'B a MIN, ONLY VALID FOR' ASSEMDLV WHERE f'68�0� 4J50--•---) APPLICABLE VIEW V D VIEW ELEVATION v x w n agQ 4a50---� 1.6e71 MATERIAL, 4 1/2' HINGE .BAR 14 GAUGE (0,07MINIMUM r _,�c�" 4)GALVANNEAL STEEL OR STAINLESS REINFORCING FOR DOOR STEEL,GLUED TO DOOR AT HEAD& [�kiF TERIAL- �' CONTACT ADHESIVE.3 SILL USING N➢ 8320-18AGAUGE (_� c GALVANNEAL STEEL OR 1.063DOOR SURFACE STAINLESS STEEL 28 --3.500--I NmoDOCt nQlprm .yaeucr'u¢wLw, AN BOLT REINFORCING —poileoormol,er-w , MATERIAL! DE A.: E pnAw ltm •6 W ,in om�E ALL GALVANNEAL STEEL OR u)- _ w fSGwy f >!tu l STAINLESS STEEL 1,1311 "'�(•.,. Ml,y O.a. t— @ANSI 5 6 MORTISF ,�,, I 1 LOCK /RIM PANIC l REINFORCING �,�a F''���y, IIY.oRGU 5 LOINC CODE IRON VELOCITY URRIcnNE zONE •• Qtmi NUD lwit 6°V91C R SCflLL7 W8 WlSwig4 CIIMMCRCML Ir N0.AAS87 *a LIIaoLuR�ruN � ST aMw4 UIIll o1wta ' •. f 1 O�.00 y�1AL 0R lttA11CFs3 I IOU wJAO. 110 C51gM.0 h 01AUO ASSW"S.C.M. �.� 1LItcGINC. DAYDAR INDUSTRIES LTD 12-O'� �. fitr rzsrwo alorxr[mxc MWAMY m mr uue. mow, QIP IVtQORA"W, r )))llto IQI m x"n' Val 15 M i° 2,365--- 2.64 ��' 0,20 N 0,66 at 0 0,390 Ln rn 'j O t 0 0 t W 00 (1! N (U REINFO CING Ross I � o LOOP BARREL' SUPPORT BARREL MAT:'0.035 SATIN COAT o SUPPORT STEEL OR STAINLESS STEEL REINFORCING LOOP m 2,632 MAT: SATIN COAT n, STEEL ORRSTAINLESS STEEL V1 Co. c --VIEW X yncb sMuiwru c"aero. cv �4�ti TO SUIT 8/32UNC y1Ew x �•'°�"' THREAD #161 EDGE REINFORCING PROJECT ON two. r� ..*fg".ywhh xn FbAM. - MAT: 0.078 SATINCOAT STEEL OR WELDS - STAINLESS STEEL 2.632 #161 ."CYLINDRICAL LOCK AND DEAD BELT REINrURCEMENT DETAIL � I "","�"°ERA.Tt(tll✓ - J ,p FLORIDA BUIIDINO CODE(HIP"VELOCITY HURRICANE ZONE) �.r.�t'" 1UO�.'•'•.S L �m�,nm+o,a mm+u.m} Ratet[t StW6 LSI!OIitSWiN6 CONY RG LVO '167 OA01AW.% anEss�sraS�u�tx a� m�Yc"s �i a SECTION THROUGH /►}� Asx "MIA )t-tUZfif A7edO i LN. z $ ' L EE•\r0IMC. DAYDAR INDUST'' LTD EDGE REINFORCING `,.,..R.°• 'afi�, 12-010 "`;SSy0NA4" 6""�, rzpif°`amS` rittiS` w� smr i6 ato .CONCRETE BLOCK POURED CONCRETE OR REQUIRED TO BE WOOD DOUBLE, 8'WOOD STUDS 'REQUIRED TO BE WOOD DOUBLE 0•x8'V(mD STUDS WALL REO'D GROUTED CONCRETE W/G 0.09 NATI.ED Ttl SFHEATHMQ REQ'4 Wf D 0„55 NAILED 70 SHEATHING REGIS. ' BLOCK WALL REO'O. MAX.1/8' (SPECIFIC GRAVITY) 14AX.1/8' (SPECIFIC CR4V11Y) MAX,1/4' . SHIM SPACE SHIN SPACE* SHIM SPACE d JAMB Q , 6..�, (SEE SHEET 18) (SEE SHEET 18) T� (SEE SHEET 18) 1,5000 a GROUP - _ - SPOT SPOT •—• SPOT WELDS WELDS. WELDS 3 STN f Q E0. -� EG. d 4' '4 E.D I ° O L sW8 JAA(B CONTINUOUS JAMB CONTINUOUSCAW( CONTINUOUS CAUCIf BOTH GQNTWUWs CAULK 8a7H 5O£S{TPP.) TH DES(TYP.) A S ES(TM 4 LK MORTAR ) 8M N• OM SIDES(TYP.)SI3' 3' 4'MIN---k .7RNItI 3 8'x e'FIAT HEM STEEL 3/8'X 6'WDOD 1 4% E1 B •STEEL 8 MASONRY WIRE AN,,�Non w HORH2.MORTAR -SLEEVE ANCHOR QLT CREW LAG BOLT W/NUT AN O WASHER. MTS;ANLL JAMBS SOLID WITH GROUT PER W/2 1/4'MIN.EMBEDMENT. ASTM C476 W1,MIN.COMPRESSION STRENGTH - DETAIL #22A OF 2.5 H.1(SEE SHEET 18) DETAIL #RE INSJALLATION OF 3'/8'0 LAG DETAIL #22)3 DETAIL #21 INSTALLATION- SEW () T❑• WOOD' FRAME WALLS ATION OF 3/8'0 CARRIAGE WIRE ANCHOR{ SLEEVE ANCHORS 8 TO ff T❑ W ODI AME WALLS INSTALLATION TO MASONRY WALLS MAX 1/4' 28 ALL AROUND MASONRY WALLS SHIM SPACE AMB(Z) AHD CE SCONE u HIK DOUBLE 0'x4•WODD STRIlGNRAI.STFEC (Z) tf8 3/B'-12'O.0 W eETiV££N STUDS RE0'D W/0•0.55 CHANNEL.W/MIN' AU.AROUND (SPECIFIC GR4VDY) 3f8•i�pig © JAMB OR 0.514 ,460 AM9 Q1 M£ApQ 1.875 AMB 1D 98 SPOT PRODUCT ASNaFTm WELDS STRUCTURAL W STEEL .wEi.O 0t1 PISYAttATia«i m�O -b6aleft Pn ::•� /•� CIIANNLT.,W/WN. AS FOl1DW5: Re141y COM ijii Q Q i/4^THICK WEB BO 70P"DOTYOM OF AcwvMxnN/rte 02 HEAD JAIBS AND o 1Y 0.C.THERIAD*n A/6 (SEE SHEET 18) AT 12"0. ADDITIONALLY. AT DO GE SILICONE 11 .LL6a_. 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