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HomeMy WebLinkAboutProduct Approval (2) WED FOR MlAMND�4DE CODE COMPLI MI DADFscEo -rpt T CONTROL SECTION Ro.208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCE ( k05 SW 26)LUi°0E COUNTYMiami,Florida 33175 2474 BOARD AND CODE ADMINISTRATION DIVISION BOCC T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (N" w-mv.rniamidade.Eov/economv Schlage Lock Company 11819 N.Pennsylvania Street FILE ff Carmel,IN 46032 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 itis 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: Steelcraft Series"H16-4"Double Outswing glazed Steel Doors w/Sidelites&Transom APPROVAL DOCUMENT:Drawing No"975W'Rev I,titled"H-16 4 FG 6070 outswing Doors w/Sidelites& Transom",sheets 1 through 19 of 19,prepared by the manufacturer,dated 02-23-03 and last revised on 03/04/2020, signed and sealed by Hermes F.Norero,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. i MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressures,Sizes and DLO(Day light Opening)limitations in sheets 1,5,6&7 of the drawings. 2. Doors are not rated for Water infiltration,unless covered by overhang complying w/FBC requirements. 3. New Von Duprin HH9954 model must meet min thickness and strength as listed in sheet 2.Drop-in or expansion mullion anchor assembly must be from the anchor manufacturer(No substitution parts permitted). 4. Base anchors at both frame Jambs(detail AA,sheet 10&14)and door Mullion base anchors(detail B sheet 10 thru 14) are required,in addition to anchors at Sidelite detail C, in sheets 10 thru 14. 5. Electrical/Electronic functions and Fire ratings are not part of this approval,such functions to be reviewed and approved by AHJ. 6. The top strike plate 338 can be used w/wo roller option for Von Duprin Concealed Rod Panic devices shown in sheet 15. LABELING:Each unit shall bear,a permanent label with the manufacturer's name or logo,Cincinnati,Ohio and Series and following statement: "Miami-Dade County Product Control Approved%unless otherwise noted herein. i 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 termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed 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 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 revises&renews NOA#19-1016.01 and consists of this page I and evidence pages E-1,E-2,E-3,E-4,E-5 and E-6,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E MIAMI-DA Co�� I C e, NOA No.20-0310.01 7 , +- Expiration Date:May 05,2025 Approval Date: April 23,2020 Page I Schlage Lock Company NOTICE OF ACCEPTANCE: EVIDENCE SUBARTTED I Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's parts and sections drawings(Submitted under file as below). 2. Drawing No "975W' Rev F, titled "H-16 4 FG 6070 outswing Doors w/ Sidelites & Transom", sheets I through 17 of 17, prepared by the manufacturer, dated 02-23-03 and last revised on 09/09/15,signed and sealed by Thomas Gordon,P.E. B. TESTS(Submitted under files#140827.041#14-0221.03/#13-0826.02/#12-0305.07/#08-0715.03) 1. Test report on 1) Air Infiltration Test,per TAS 202-94 II 2) Uniform Static Air Pressure Test,Loading per TAS 202-94 3) Large Missile Impact Test per FBC,TAS 201-94 4) Cyclic Wind Pressure Loading per FBC,TAS 203-94 5) Forced Entry Test per PA 202-94 Along with manufacturer's parts and section drawings of Single outswing steel doors w/ Stainless steel continuous Hinges & modified Hat stiffeners, marked by Certified Testing Lab, Test Reports No(s). CTLA-3045W dated February 16,2015, signed and sealed by Ramesh Patel,P.E. 2. Test report on 1) Air Infiltration Test,per TAS 202-94 2) Water Resistance Test per FBC TAS 202-94(Not conducted) 3) Uniform Static Air Pressure Test,Loading per TAS 202-94 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,TAS 202-94 Along with manufacturer's parts and section drawings of double glazed outswing steel doors w/ sidelites,&Transom,marked by Certified Testing Lab,Test Reports No(s). CTLA-975W dated Jan 23, 2003 and CTLA-776W-1 dtd April 25,2002,both signed&sealed by Ramesh Patel,P.E. 3. Reference Test report 1) Air Infiltration Test,per TAS 202-94 2) Uniform Static Air Pressure Test,Loading per TAS 202-94 3) Large Missile Impact Test per FBC,TAS 201-94 4) - Cyclic Wind Pressure Loading per FBC,TAS 203-94 5) Forced Entry Test,per PA 202-94 Along with manufacturer's parts and section drawings of double glazed outswing steel doors,marked by Certified Testing Lab,Test Reports No(s). CTLA-776W dated February 20,2002, CTLA-975W dated Jan 23,2003,CTLA-882W dated Aug 29,2002, CTLA-1035W dated May 28,2003 and, CTLA-1086-W dated Nov- 17,2003 and CTLA-1107W-3 dated June 30,2004,all signed and sealed by Ramesh Patel,P.E. Note: Test report CTLA-I 035W has been revised by an addendum letter dated Feb 20,2009,signed and sealed by Ramesh Patel,P.E. ' Along with manufacturer's parts and section drawings of glazed outswing double steel doors, marked by Certified Testing Lab, Test Reports No(s). NCTL-210-3232-1 dated 02/24/06 and NCTL-210- 3357-1 dated Dec 28,2006,signed and sealed by Gerard J.Ferrara,P.E. 4 Additional Reference test report No. CTLA-I 107W for strap anchor qualification. Ishaq L Chanda,P.E. Product Control Unit Supervisor NOA No.20-0310.01 Expiration Date: May 05,2025 Approval Date: April 23,2020 E-1 Schlage Lock Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations per FBC 2014(5t}'Edition)dated 09/09/15 prepared,signed& sealed by Thomas Gordon.,P.E. 2. Hinge Load Evaluation report dtd 01/04/04;prepared,signed&sealed by Thomas Gordon,P.E. D. QUALITY ASSURANCE BY 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS (items 4 thru6,submitted under file#13-0826.02/#12-0305:07) 1. Notice of Acceptance No. 13-0717.01 issued to Sabic Innovative Plastics for their"Lexan® Polycarbonate Sheet Products",expiring on July 17,2018. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (former E.I.DuPont DeNemours& Co.,Inc.)for"the"Sentry Glass®Interlayer",expiring on 07/4/17. 3. Test Report No. 12-11177,Nov 29, 2012, issued by Commercial Testing Co. for"Surface Flame spread&Smoke density Characteristics of Building material"per ASTNM84-12 for"Elfoam P200", issued to Elliott Co.of Indianapolis Inc. 4. Test Report No. 16206-122543(1015P200(3)),dated November 29,2004 for"Surface Burning Characteristics of Bldg material"per ASTME84 and self-Ignition per ASTM1929D for "Polyisocyanurate"issued by Omega Point Laboratories,Inc.to Elliot Co.,Indianapolis,IN. 7. Tensile test report#CTLA-776W(0194H),dtd 02/25/02 prepared by CTL,Architectural Division, sheet samples,tested per ASTM E8, signed&sealed by Ramesh Patel,P.E. 6. Test Report No:3094867SAT-001,April 13,2006, issued by Intertek for"Surface Burning Characteristics of Building material"per ASTME84 and self-Ignition per ASTM1929D for"EPS", issued to Falcon Foam, a Div of Atlas Roofing,re-named as"ATLAS EPS'. F. STATEMENTS:Except items#1,balanced items submitted under file#13-0826.02) 1. Letter of conformance to FBC 2014(5t''Edition),dated 09/09/15,prepared, signed and sealed by Gordon Thomas,P.E. 2. Statement letter dated Nov.26,2013 issued by Ingersoll-Rand for name change, signed by Jim Donlan, Compliance Engineer.. 3. Ingersoll—Rand press release,dated 12/10/12,integrating the brands of Ingersoll—Rand and Schlage among others. 4. Department of State Certification of Reinstatement for SCHLAGE LOCK COMPANY,LLC as a limited liability company,active and organized under the laws of the State of Florida,dated 03/17/06 and filed with the Secretary of State 5. Certification of Formation dated 12-08-2003 of Schlage Lock Company,LLC, issued by Secretary of State of Delaware. 6. Laboratory Compliance statement issued as part of the above test reports. G. OTHER 1. This NOA revises& renews NOA#14-0827.04,expiring on 05/05/20. 2. Ref completed test report#ESP011331P2 per T.P.# 12-0844 R to be submitted within 1-Yr 3. Test proposals#14-0252,-0254,#14-1086,#14-0254-R1 and#12-07978 approved by RER. 4. Previously consolidates NOA#(s)associated with these files are#14-0221.03/#13-0826.021412- 0305.07/#08-0715.03 and#03-0611.04. 3 s�� ! • G �h�. Ishaq L Chanda,P.E. Product Control Unit Supervisor NOA No.20-0310.01 Expiration Date: May 05,2025 Approval Date: April 23,2020 E-2 Schlage Lock Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approvals. A. DRAWINGS 1. Drawing No"975W"Rev G,titled 1114-16 4 FG 6070 outswing Doors w/Sidelites&Transom", sheets I through 17 of 17,prepared by the manufacturer,dated 02-23-03 and last revised on 04/24/18,signed and sealed by Hermes F.Norero,,P.E. B. TESTS 1. Additional Test report on 1) Uniform Static Air Pressure Test,Loading per TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 4) Forced Entry Test,per PA 202-94 Along with manufacturer's parts and section drawings of double flush outswing steel doors, marked by National Certified Testing Lab, Test Reports No. NCTL-210- 3580-2, dated March 25, 2009, signed and sealed by Gerry Ferrara,P.E. Along with manufacturer's parts and section drawings of glazed outswing double steel doors, marked by Certified Testing Lab, Test Reports No(s). NCTL-210-3232-1 dated 02/24/06 and NCTL-210- 3357-1 dated Dec 28,2006, signed and sealed by Gerard J.Ferrara,P.E. 2. Additional verification test NCTL-210-3549-1 for VonDuprin 141-19954 mullion per TAS 202, 201 &203, issued by National Certified Testing, signed&sealed by Gerry Ferrara,P.E. 3. Additional Reference test report No. CTLA-1 107W for strap anchor qualification. C. CALCULATIONS: th 1. Anchor verification calculation complying w/FBC 2017(6 Edition)dated 11/18/2017,03/18/18 and last revised on 04/09/18,prepared by Building Drops,signed&sealed by Hermes F.Norero.,P.E. D. QUALITY ASSURANCE BY 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS: 1. None. F. STATEMENTS: (items#4 thru 6, submitted under file#17-1026.24) 1.Letter statement dated April 03,2018,issued by Allegion for future catalog update and inclusive of the upgrading of Von Duprin HH 9954 mullion,signed by Jim Donlan,Compliance Engineer. 2. Letter of conformance to FBC 2014(51h Edition)and FBC 2017 (6"Edition),dated 10/09/18, prepared by Building Drops,Inc.,signed and sealed by Hermes F.Norero,P.E 3. Letter of adoption of another Engineer's work per FLA rule 61 G15-27,dated 10/0912017,prepared by Building Drops,Inc., signed and sealed by Hermes F.Norero,P.E. 4. Ingersoll—Rand press release,dated 12/10/12,integrating the brands of Ingersoll—Rand and Schlage among others. 5. Department of State Certification of Reinstatement for SCHLAGE LOCK COMPANY,LLC as a limited liability company, active and organized under the laws of the State of Florida,dated 03/17/06 and filed with the Secretary of State.6. Certification of Formation dated 12-08-2003 of Schlage Lock Company,LLC, issued by Secretary of State of Delaware. Ishaq I.Chanda,P.E. Product Control UnitSupervisor NOA No.20-0310-01 Expiration Date: May 05,2025 Approval Date: April 23,2020 E-3 Schlage Lock Como NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(continue): 7. Statement letter dated Nov.26,2013 issued by Ingersoll-Rand for name change,signed by Jim Donlan,Compliance Engineer. 8. Letter of certification dated 04/20/10, issued by Ingersoll-Rand for electronic CO lock series mechanical/functional parts same as AD,ND and AD-M series. 9.Addendum letters dated Feb 20,2009 for test reports Test report CTLA-I 035W,issued by Certified Testing lab, signed and sealed by Ramesh Patel,P.E. 10.Addendum letter dated DEC 19,2011, issued by Certified Testing Lab verifying wire anchors, strength of gout stud anchor, Strike plate and MA series Mortise Lock,supplemented w/marked- up drawings, signed and sealed by Ramesh Patel,P.E. G. OTHER 1. This NOA revises&renews NOA#15-0930.06,expiring on 05/05/20. 2. Test proposals#14-0251,#14-0252-R, 14-0253,#14-0254-R1,#14-1086 and#12-0797R approved by RER. 3. Consolidation Test proposal#06-2468,dated 04/27/07 approved by BCCO. 4. Technical brochures of butt Hinges,continuous Hinges, Schlage&Falcon Mortise Locks, Supplied by Schlage Company(former Ingersoll-Rand). 5. Allegion's(Schlage/Former Ingersoll-Rand).future updated HE9954 Von-Duprin Mullion catalog. 3. Evidence submitted under file#18-0828.06. A. DRAWINGS 1. Drawing No"975W"Rev H,-titled"H-16 4 FG 6070 outswing Doors w/Sidelites&Transorn", sheets I through 19 of 19,prepared by the manufacturer, dated 02-23-03 and last revised on 01/06/2019,signed and sealed by Hermes F.Norero,P.E. B. CALCULATIONS 1. None C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 18-0207.07issued to Sabic Innovative Plastics US,LLC for their "Lexan@ Polycarbonate Sheet Products",expiring on.July 17,2023. 2. Notice of Acceptance No. 17-0808i02 issued to Kuraray America,Inc. (former E.I.DuPont DeNemours&Co.,Inc.)for the"Sentry Glass 9 Interlayer",expiring on 07/04/23. E. STATEMENTS I. Statement letter of conformance to FBC 2017(6th Edition)dated 09/20/17,prepared by Building Drops,Inc., signed and sealed by Hermes F.Norero,P.E. (submitted under file#17-0426.04). 2. Statement letter dated AUG 02,2018,issued by Building Drops,Inc,in reference to 9954 mullion rename to HH9954 mullion and thickness from 1/8"to 5/16",signed and sealed by Hermes F.Norero,P.E. 3. Statement letter dated April 03,2018, issuedby Allegion for updating of HH9954 mullion into the company's catalog,signed by Jim Donlan,Compliance Engineer. F. OTHER -7 1. This NOA revises NOA#17-0426.04,expiring 05/05/20. Ishaq L Chanda,P.E. Product Control Unit Supervisor NOA No.20-0310.01 Expiration Date- May 05,2025 Approval Date: April 23,2020 E-4 Schlaye Lock Comnany NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. Evidence submitted under previous NOA. A. DRAWINGS 1. Drawing No"975W'Rev H,titled"H-16 4 FG 6070 outswing Doors w/Sidelites&Transom", sheets 1 through 19 of 19,prepared by the manufacturer, dated 02-23-03 and last revised on 01/06/2019, signed and sealed by Hermes F.Norero,P.E. B. TEST 1. Test report on 1) Uniform Static Air Pressure Test,Loading per TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with manufacturer's parts and section drawings of Single outswing Flush steel doors w/SVR and top Strike#338 w/roller, issued by UL Testing Lab, Test Reports No(s). SV31245-20190521 dated SEP 03,2019,signed and sealed by Alex Spyrou,P.E. Along with manufacturer's parts and section drawings of Single outswing glazed steel doors w/SVR and top Strike#338 w/roller,issued by UL Testing Lab,Test Reports No(s). SV31245-20190624 dated SEP 03,2019, signed and sealed by Alex Spyrou,P.E. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS(submitted under file#17-0426.04) 1. Statement letter of conformance to FBC 2017 (61h Edition)dated 09/20/17,prepared by Building Drops,Inc., signed and sealed by Hermes F.Norero, P.E. 2. Statement letter dated AUG 02,2018,issued by Building Drops,Inc,in reference to 9954 mullion rename to HH9954 mullion and thickness from 1/8"to 5/16",signed and sealed by Hermes F.Norero,P.E. 3. Statement letter dated April 03,2018, issued by Allegion for updating of HH9954 mullion into the company's catalog, signed by Jim Donlan, Compliance Engineer. G. OTHER 1. This NOA revises NOA#18-0828.06,expiring 05/05/20. 2. Optional CVR top strikes#338 w/wo Roller(see below) i Ishaq L Chanda,P.E. Product Control Unit Supervisor NOA No.20-0310.01 Expiration Date: May 05,2025 Approval Date: April 23,2020 E-5 Sch—lage Lock Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. New Evidence submitted. A. DRAWINGS 1. Drawing No"975W'Rev 1,titled"H-16 4 FG 6070 outswing Doors w/Sidelites&Transom", sheets I through 19 of 19,prepared by the manufacturer, dated 02-23-03 and last revised on 03/04/2020, signed and sealed by Hermes F.Norero,P.E. (Note:This renewal is with address change only) B. TEST I None. C. CALCULATIONS(submitted under file#18-0828.06) 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 18-0207.07issued to Sabic Innovative Plastics US,LLC for their "Lexan@ Polycarbonate Sheet Products", expiring on July 17,2023. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc. (former E.I.DuPont DeNemours&Co.,Inc.)for the"Sentry Glass @ Interlayer",expiring on 07104/23. F. STATEMENTS(submitted under file#17-0426.04) 1. Statement letter of conformance to FBC 2017(6111 Edition)dated 09/20/17,prepared by Building Drops,Inc.,signed and sealed by Hermes F.Norero, P.E. 2. Statement letter dated AUG 02,2018,issued by Building Drops,Inc,in reference to 9954 mullion rename to HH9954 mullion and thickness from 1/8"to 5/16",signed and sealed by Hermes F.Norero,P.E. 3. Application request of address change only by Schlage Lock company,signed by Donlan James. G. OTHER on 05/05/2025. 1. This NOA revises & renews NOA 419-1016.01,expiring Ishaq LChanda,P.E. Product Control Unit Supervisor NOA No.20-0310.01 Expiration Date: May 05,2025 Approval Date: April 23,2020 E-6 i r DESIGN PRESSURE RATING II4PACT RATING' R E V I S I ❑ N S HERB WATER INTILTRnTiO14 WHERE unTER:INFILTRATION LARGE NISSiLE LTR DESCRIPTION DATE APPROVED I TEHESE PRODUCTS HAVE BEEN TESTED TO HVHZ PROTOCOLS TAS201, REQUIREHENi IS NEEDED aU E IT 15 EE SE 14IS ACT 202&203-94'AND COMPLY WITH THE 6TH EDITION(2017)FLORIDA POSITIVE NOT APPROVED *60 PSF SO FT/SEC C REV'D DWGS, 09/12/08 BUILDING CUBE NEGATIVE NOT APPROVED 60 PSF j 6 EOR CHANGE SIM 10/15/17 I2B.Qa 120.00 HAx. DErAn.'ar 4.00•MAX, ��::--� MAX. _ __.: MAIL H REVISED JPD 07/27/I8 C 8 1 SCE NOTE 6, SEE NOTE 6, (sEESNT.zy I� I ADDRESS UPDATE SM 02/27/80 •�' 70.75'14AX DLO 'K d COME FILLED 1.W1A7HENO7RIP1LN0, µCQ ••}}��'' 24,7$• }� LOREAX. IIOLLOWMETAL .YRIEN 5YA7ERIFSILTRATIONDNOTNFLOED INSTALL THRESHOLDSAND WCATIERSTRIPPINO PER SHTSAO,1T IS 18. HAX. ,ti 24, HULLC*MET ST£EI PANEL 2.MIIGg ft OUFtt$MfM:3:SEE)H NTB@TON OC-OFIPFFROVEOAt&FWRaAliDp/STN.tAit0t7. MA%' STEEL PANEL S.FOROGEOUPE/ING WITHrWMAX,HEIGHT-WIN 4 DLO PDRp00R OPENING WITH I'0'SW6NEIGNT•LIIN J31HINGES a tOCATtvN iO2VFR M LOORETWHEAD70CL.1hiNr NHtOE iD.DMFROM FLOOR TANDARD OENIN SMESANOSLY IFICA DETIYEEN. H,y 4Y i.SEE SHEET 6FORAYNIABLE PERk WfACTIx:.I SMUOTIONIFICATgNS. 1 7,$ 7.5 l l 4.75 6,HIACC REINBTA.IATDNADPER)WWtADTVRERBWE7RUCTONS. i 2e.751 9.T5 {y I 1 t & B,4•tnc-1111,FUELLEN FDRPERueAND1 111 lmENcxR G1I.,(DE sICESTS mRu)4). -'�MAX. I I ''" I 1 I I "' 7.MESHEET2FO SECTIENOTNOFEOLANOEFOR$ECTEOETEROFFRAM6,(DE65H6GT61a I761tl) ' BLU• 24.k0 _ -� / 2M1AU 111 6.S£E SNE6TRFORSEOTONAASE£6HEET0FOR6EOIlONS 6DANDC4). f I{ O,OOOttdREAVARASL£CONFIGURATIOttE:PO{AS 7RSTGOy,FO2,FG5.OV,It),N4,tNi(SEE 6tEETb,04 Tp ` HAX. I -T 0 MAX. I I I I 7 IOWSTALLREINFORCEMENT CHANELS(i6)AROUND EACH LRE.CUTOUT. 114,QQ // I S EO,a 114,Qa Ila• I 1( I ''']]T,,...,,, E0,>• IIFNIIOItMOWAREOPTIONS:FOROPAO6EIUES-FUNCIIONDG,Rx,U(.OD,EL.OELCXF NAx &&& i4 V{. MAX 1 1 SEE NOTES 13AN 14 T AtS R CEO,99PDT.DBO DDOTP.0a2L 00dL EO08L C pt FBiN I { E OPENING // I I 4 tORBDF6ERIED-FUNOTIONE 109,75' 64.00 I I // �� 64Aa 1 // 6 mens:eeoOr,elwNt,eMrTP,efiDX.373i 4 MAX. 1' a MAx. I ! Q 7 F 4 MA%, iz.PN MODELOFFEeER 9,4.' I%.1 ql ( O C•,3 1 ¢( + Q4' 4) 1 -4 1 p3 G �'1•' Ia,ELtCTRGL NDFLGE N,TWODPTIOHO ARE UNDER SEPARATE APPROVALS AND LUST OE REVIEWGDOYTHE MAX. „_1 I W _j MAX. J. I I qR CORRESPONDINOAUTHOPHY. DDDR DOOR --^ l4.OPT10NAt•SIONALSWITCWtNY BE USEDASALLOWED DY CODE All RDOE9 N07PkfEC7 THE MECINtEGAi MEIGHT _ _ _-- _.-_j HEIGHT I 1 i T PPOPER(IEO Dt E)STDEYIOE NiDIORINiOOITEGRESL.700£REVI£WEODYT SAW, I I I 1 E0.1 EQ.,><L I 17111 CUANTITYI DESCRIPTION HATERIAL S7ZC 6,0 I Y/ 39.69 6A III 39,69 .0 I jl y / 7YP. I IP-Moo ML l2A0 t ! 2'I4IN. 1 1 1 ! S 4 s I 1 TGP V STN 10•� 4'14A)Lt L%- 12'00 I Tl8 L NHt0.3B a % b62 MN IO 24 %MIO•HAK D H^) 24AD C 24.00 {`2•TYR 0 DETAIL'A' DETAIL'S' ETAIL'C2' RETAIL T)' OUTSWING ROD DOOR WITH MAX.-" SEE SHT,7o SEE SHT.To Ht'x' D2TAIt'A VERTICAL ROD EXS7 DEVICE 9 Nm£s 4'S'x s•aUif wrL6E5(SEE SH7an z aa« w ut-ea H5 PEN w1a0E ( } ( } (SEE SHT.2} SEE SHT.10 ISEE S11L10) OPTIONAL ITDND HN G£4SQC_;R > I ' i I SURFACE OR CONCEALED MOUNTED 1 24.00 72Aa 24,00 72,00 10 E CORE TERIAL(SHEET 8)ASD)POYSTYAEFR'D6E)POLYURET IAD: C)HONEYCOMB , MAX MAX. -MAX. MAX, OUTSWING DOORS WITH RIM EXIT DEVICE WITH VON DUPRIN MULLION _ N It E 6 SPA 2 11' SEE 1101E 7, SA•%08•%7E'MAX 1E INTERIOR 1 - 575'MON. INTERIOR ;CARMEL, T SEE SHEETS 16,17 S 18 v -S 4't4'X i-SM'tTW IIiDLDEXOR RED HEAD TAPCON' DE2IGNER TRIN .024'HUL SIL OR N14 X 1 3/4• 7 EXP13 X GES'CUD SCREW �,t� STEEL OVERWTR7G TRIN 43S`HUM.Sri EXPOSED GLASS MAX, (6)PLACES EXTERIOR + r SttEI.DVC LAPP5R1 TRIN 435'NIR STLSEESIIFIiSZYPICALBOOR 5241NSTALtAittlN FSEE SNTS l0 TNRU f4 6'TR -11FOR&IDEUTESNL7NSTALIATAONSEESNEETSfum"U14 EXTERTORHWH SEOARITY VISI all TRAHET A33'NIN STLDETAIL 'C-4'INTERID DOUBLE DOORS WITN Q VERTICAL ROD 4 SEE SHTS. . 6''I4CONCEALED VERT]CAL 17 4 l0 , UiDUf'IS'-RCENINT LtwIB.T:t tia ry44r Ql65•Hax,ROD EXIT DEVSCES ,i OUTSWIN YDOR SLAB 06 ox w Ga) sT Aa6s a6•x Da•HawEE SHT.2 ilrSCHLAGE LOCK COMPANY, LLC MANUFACTURING LOCA� 1IB19 N, PENNSYLVANIA STREET STEELCRAFT r 9017 BLUE ASH ROAD PRODUCTRENEWED ; � 5 : j} CARMEL, IN 46032 CINCINNATI, DH 45242 09 COl "W1yhig with the Florida 7 T, • d ••• THIRD ANGLE FROJEGTID1i -Ti E NoA-No COdo w DRAWN DAME H16 4 FG SINGLE & 6070,DOUBLE DOORS (OUTSWING) ! J Non Nle. 20-0310.01 D • I}: Yoxz4Pt FULL GLASS CONFIGURATION s 0 expiration DstcO510512025 D raF T>i-a F Gr LHNED WITH SIDE AND TRANSOM PANEL/CITES EXTERIOR' �� �'+ I Q,R AND EXIT HARDWARE ➢QUBLE DOORS WITH ! By IS 71 L/nn.k i.1, 1 ✓ y i IDA.4IFa' PROVE IZ 7 0. RIFT EXIT DEVICES AND Q •,\ Miami-Dildo Product CORttOI 3l91I!y I��pp��tr(ICt D((tt�C1�?NI>,. 9' w SHEET I OF 1 L ANTA{1DEA0 Vc.1!330 VON DUPRIN SEE$NTS qq ppCppC ii �Tyy,,s3 HARDWARE MULLION 17 Mp DT D�r71FtAtlTHltli�lYAT10N N0,29578 PVL SC /'i OUTSWING��,� FBPE CERT,D N 1,S' AUT[]CAn SHIM AS NEEDED.25"MAX R E V I S 1 0 N S SEE DETAIL'N' 124" MAX. SEE SHTS. 10.11,12,13.14 LTR DESCRIPTION DATE APPROVED FOR LITE GLAZING 76" MAX. SEE SHTS, 10,11,12,13,14 C REVD DWG. 08/26/08 (SHEET 4.) 2 2.00" FOR ANCHOR INSTALLATION G EOR CHANGE SIM 10/15/17 H REVISION JPD 07/27/18 1.75 THIC), 1 ADDRESS UPDATE SM 02/27/20 5 VON OUPRIN MULLION L K BOTH C-90 (2) HH9954 MULLION 6- E x \\;4 4 EXTERIOR-0 SEE DE511.'D'& 9 GROUTED CMU H 0-90 GROUTED CMU WALL appos-&-A SHEET 7. WALL AND FRAMEJAND 4Xd - FRAME 2000 PSI GROUT FILLED RIM PANIC DEVICE, VON DUPRIN 98/99 & 98/99-F SERIES 000 PSI GROUT 4,1,111 111 41 SOREN ACI 30. FOR MASONRY ANCHORS W/VON DUPRIN HH9954 MULLION SEE DETAIL 0-2 SHEET 2 FILLED ACI 530.1 at Mtn. FOR MASONRY DETAIL'C-1' 2,00" 11-\ 2 re ANCHORS COVER MACHINE 70 M NT C VER F 1.75 THICK I IL 143 MULLION bw 3.000 SEE DETAIL'N'• ®SEE 'E".V SEE SHIM AS NEEDED .312 THK WALL IKE EXTERIOR FOR LITE GLAZING W SHEET 7. DETAILTI .25" MAX SEE A SOD ORDE STEEL SEE DETAIL'M' SECTION A-A SHEETS SHTS.10,11,12,13,14 1.8`Bl� EJGE EXT FOR PANEL INSTALLATION RIM PANIC DEVICE. VON DUPRIN 88-F SERIES N "" I % (SHEET 4.) W/VON DUPRIN HH9954 MULLION SEE DETAIL C-2 SHEET 2 m.f 109-F) p STRIKE MDUNTEDMTH 3 X 010-24 STEEL "75 TH CK aN;, 2.0"0. MAC NESCREWS A'. Ft-12-0 KS1 BE 26.7fj DA 1.23 SEE DETAILS'E'.V 30 SEE DETAIL'N"FOR LITE EXTERIOR 'C'SHEET 7 BOTH C-90 GLAZING SEE DETAIL'M' GROUTED CMU MULLION FITTING 8620 STEEL FOR PANEL INSTALLATION SECTION A-A WALL AND FRAME BASE&HEAD 1 I I (SHEET 4.) SURFACE VERTICAL ROD DEVICE -2000 PSI GROUT EDGE DISTANCE&O.C. VON DUPRIN 98/9927&98/9927-F SERIES SPACIG SHWON FOR SE E FILLED ACI 530.1 FITN71NG INSTALLATION 3IT QTY-4ANCHORS.SES BOTH C-90 GROUTED CMU WALL AND SEE TOP & BOTTOM STRIKE FOR MASONRY Eii6iiFORAIL.A.IE FRAME 2000 PSI GROUT FILLED ACI 530.1 DETAIL SHEET 3 15 ANCHORS MULLION BASS FITMO OPTIONS AND FOR MASONRY ANCHORS REQUIREMENTS DETAIL SION ANCHOR NOTES. 76 THI ANCHORS SHALL BE INSTALLED IN 3000 PSI CONCRETE(SEE ABOVE FOR SPACING REQUIREMENTS),ALLOWABLE ANCHOR TYPES ARE, 1/4!POWERS SMART DT+EXPANSION ANCHORS WITH MIN I"EMBEDMENT OR EXTERIOR -@SEE DETAILS'W& 1/4"HILTI KWK BOLT 3 EXPANSION BOLTS WITH MIN 1-1/6-EMBEDMENT 3 • UD-RQN-A-A V SHEET 7 V SHIM AS NEEDED NOTES: SEE DETAIL'N' FOR LITE CONCEALED VERTICAL ROD DEVICE .25"MAX SEE L SEE SHTS. 1. 5, 9 &19 FOR ELEVATION.'MATERIAL AND HINGE OPTONS, SHTS.10,11,12.13,14 2. SEE SHTS 10 THRU 14 FOR WALL CONSTRUCTION AND ANCHORING SYSTEM. GLAZING SEE DETAIL M. VON DUPRIN 98/9947-F&HH98/9947 SERIES 3.SEE SHTS. 5& 9 FOR AVAILABLE OPENING SIZES, JAMB DEPTHS&SPECS. FOR PANEL INSTALLATION VON DUPRIN 33/35474-F &HH33/3547 SERIES SEE TOP AND BOTTOM STRIKE DETAIL SHEETS 3 &15 4.HARDWARE INSTALLATION IS PER MANUFACTURER'S INSTRUCTIONS. (SHEET 4.) SEND RADIUS MANUFACTURING LOCATION: SCHLAGE LOCK COMPANY, LLC STEELCRAFT 11819 N. PENNSYLVANIA STREET CARMEL, IN 46032 9017 BLUE ASH ROAD PRODUCT RENEMD CINCINNATI, OH 45242 as�comp Into With the Florida N TITLE STEM:Iwr It SERILS SmGLE AND DOUBLE U—WIH fmffll�w Aw RUTCTTMT— BuIldinglioda 0 t THOID AN=PROXOTTOR NOA-No. 20-0310.01 7377 D DATE CROSS SECTION OF DOOR AND FRAME YmF 0224M EXIT HARDWARE Expiration nat,,0510512025 CHECKED H-SERIES FG SINGLE AND 6070 DOUBLE DOORS TI�QF •'a TE FULL GLASS CONFIGURATION W/ SIDE AND TRANSOM U S/PANEL �PRDVW Sac I" Dwo NO. M180:5—.d.Product Control 14� IV 975W SHEET 2 OF 19 no ' NO.APPVL NTS AUTOCAD 'C CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE UNITEL 2•'MIN. LINTEL 2"MIN. LINTEL 2"MIN. LINTEL 2"MIN. LINTEL 4"mAx. NLAX 4"MAX. 4'MAX. 4" . _7_ LTR DESCRIPTION DATE: APPROVED 6. • NOTES.SEE NO E SEE SEE NOTE 6. SEE NOTE(3, C REVISION DWGS. 08/26/08 G EOR CHANGE Sim 10/15/1 I REVISION JPD 07/27/18 I ADDRESS UPDATE SM 02/27/20 TYPICAL FRAME 2000 PSI MIN. • HEAD PROFILE GROUT FILLED HEAD FOR * I SONRY 4.00" MAX. 114.00" 2 OPTIONAL (SEE NOTE 6 2.00" MIN. MAX 114,00" FRAME MAX. HEIGHT 1-3/4' TOP/ FRAME — THK. LATCH HEIGHT — P VARIES SEE SEE TCH E DETAILS EE x 5.75" 1-3/4" N SHT.9 SHT. 15 1-3/4 < = 0 — SHT. 15 m DOOR SIDE. NOM. THK.— 4.00" LOCKSIDE — THK. 1-3/4!' TYPICAL MASONRY/CONCRETE INSTALLATION MAX. REINFORCING THK� RAME CHANNEL 114.00" 5 EIGHT 5 Do,, 5 MAX. lifff, 114 FRAME HEI HT 0 0 0 MAX, '2 INTERIOR 2 INTERIOR PRODUCT RENEWIED Of w x as comp) 1, with the Florida FRAME 0 0 sulldino 0 a X 0 HEI x HOA-No. 20-0310.01 7 Ld La 7 8 expiration Dato()510512025 OF ti -017 B INTERIOR 4(-t 4, INTERIOR SEE SHEETS THRU 14 Top LATCH SrE S�T. 1 I r-3 4 TN / K u V V' .�377 TTE OF _u10 SEE SHEETS L 10 �A'A I t0 0 40 SEE SHEETS FOR SILL. aPylNA,=MjJ0 ILI/ Na.agwo 10 THRU 14 -it If 10 THRU 14 INS7ALATIONI OR THRESH SEE SHEETS SEE SHEETS FOR IN RE� ST 15 It 10 THRU 14 10 THRU 14 THRESHOLD NATES: INSTALATION MATERIAL & HINGE FOR THRESHOLD FOR THRESHOLD INSTALATION 1. SEE SHT5.1, 5, 9 19 FOR ELEVATION, MATE INSTALATION /INSTALATIO OPTIONS 2. SEE SHT.1 NOTE 2. FOR ANCHOR REQUIREMENTS 3 SEE SHTS. 10 THRU 14 FOR WALL CONSTRUCTION AND ANCHORING SYSTEMS SECTION 8-8 SECTION 8-9SECTION 8-8 SECTION 8-13 4. SEE SHTS. 5 & 9 FOR AVAILABLE OPENING SIZES, JAMB SECTION C—C RIM PANIC DEVICE VON DUPRIN RIM PANIC DEVICE CONCEALED VERTICAL SURFACE VERTICAL ROD VERTICAL SIDE JAMB DEPTHS AND SPECIFICATIONS 981/99 98/99—F SERIES VON DUPRIN 86—F SERIES ROD PANIC DEVICE VON DUPRIN PANIC DEVICE VON DUPRIN 5, HARDWARE INSTALLATION IS PER MANUFACTURER'S S MULLION. 98/9947—F & HH98/9947 AND 98/9927 & 98/9927—F SECTION INSTRUCTIONS. )54 LION W/VON DUPRIN HH9954 VON DUPRIN HH9954 MULLION.. MULLION 33/.3547A—F &HH33/3547 6. HEAD SECTION CAN HAVE 2" OR 4' FACE HEAD WHEN GROUTED FULL WITH 2000 PSI GROUT, WITHIN MAX FRAME HEIGHT OITOM LATCH7. WALL CONSTRUCTION STRUCTURAL MEMBERS MUST COMPLY NUN LATCH THROW.* BOTTOM LNICH WITH APPROVED DESIGN PRESSURE RATING, BOTTOM-t/2" MIN LATCH 7HROM-1/2" D SEND RADIUS MANUFACTURING LOCATION: IRESHOLD TNRESHOLO un" SCHLAGE LOCK COMPANY, LLC STEELCRAFT ° D Asm"v 11819 N, PENNSYLVANIA STREET 9017 BLUE ASH ROAD CARMEL, IN 46032 CINCINNATI, OH 45242 THM ANCLE:FROI)EC71ON ME 51tfXCRV1 9 SlAe$!MMAND DOUBLE BOOKS OTH IMNSOM AND SDEUIE FWK DRAWN DATE CROSS SEC710M OF DOOR AND�FRAME BOTTOM MIN LATCH Ymrf 02=0 WITWITHEXIT HARDWARE — STRIKE THROW.-1/2- CHECKED H—SERIES FG SINGE AND 6070 DOUBLE DOORS FULLY GLAZED GROUTED BOTTOM STRIKE CONFIGURATIONS DE AND TRANSOM LITES/PANEL INTO FLOOR GROUTED NTO FLOOR 355A OR 304L OTTOM SINE TF—PROWU NO. 75W SHEET FLOOR LATCHING DETAIL. FLOOR FHINQ DETAIL &STTOEELL)WGROUTED 3 OF 19 RFA V _TICAL ROD. LED VERTIQAL R012 ENG,APPI/L EXIT DEVICE EXIT DEVICE WA L' NTS AUi�OCAD R. E V I S 1 0 N S FRAME GLAZING DETAIL 'N' GLAZING DETAIL V ly,e/, LTR DESCRIPTION DATE APPROVED - R SIDE LITE / TRANSOM LITE SIDE TRANSOM STEEL PANEL INTERIOR IMPACT RESISTANT X-1 c A APPROVAL DWGS. 02,25.03 0 1/2" THICK POLYCARBONATE OR @END CHANNEL 3 /2 0 D REV'D DWG 9/16" THICK LAMINATED OR #10 14 GAGE NO 1-1/16' THICK SUPERUTE 1111 INTERIOR E REV'D AWG 03/11/15 1! 0 CHANGE SIM 10/15/17 EXTERIOR J/8-1 1/4 CORE OPTIONS R 0'7�,S. 1 "" O.H.S.M, SCREWS /--s SHEET 8 r,QU-5 1 H REVISION JPD 07/27/18 -'VA04- EXTERIOR ,./ell',1 L 11"wN, 1 ADDRESS UPDATE SM 02/27/20 DETAILS SHOWN FROM9-1/21, D.C. EXTERIOR SIDE PRODUCTRENEWED A 12" 1/2" as complain ,s with the Florida 1" MIN, t < Building 6oda 5" MAX NIDA 2"310.01 -No.— o @0 ::0 Explmtlom asto,05105/2025 By 1.5" .25" Miami-Dade Product Cantroi 9-1/21, O.C. 1*1 SEE DETAIL S THIS SHEET < SEE DETAIL T TABLE 2: SIDELITE & TRANSOM GLAZING OPTIONS D.C. d: 1/2" THIS SHEET GLAZING TYPES AND METHODS CROSS TOP IMPACT RESISTANT AND BOTTOM SEALANT SEE OF PANEL TABLE 2 TRANSOM & SIDELITE GLAZING SEALANT SEA 'N 1/2' THICK POLYCARBONATE 0 GLAZING OPTIONS 9/16" THICK LAMINATED 0 SEE TABLE 2 _ 1-1/16" PANEL CONSTRUCTION: 1-1/16-THICK SUPER CORE MATERIAL 1/2" TYP. SIKAFLEX 222UV,295UV,552 #8-1 1/4 - PHENOLIC RESIN IMPREGNATED POLYCARBONATE OR DOW CORNING 995/983 O.H.S.M. SCREW HONEYCOMB 111/1" CELL SIZE 9/16" TYP. HS SIKAFLEX 222UV,295UV,552 09-1/21, O.C. 17E.437" MIN. - POLYURETHANE CORE.375 - POLYSTYRENE CORE 10-2-1/2" - LAMINATED CLASS OR DOW CORNING 995/983 K MKH.S.M.S. SKIN MATERIAL(SIDELITE/TRANSOM) 1 1, EXTERIOR INTERIOR 16 GA(.053" MIN. THK) NSTALLATION DETAIL Ir 1-1/16" TYP.THICK SIKAFLEX 222UV.295UV,552 625 MIN. SIDELITEITRANSOM PANEL SUPERLITE 11XLOR DOW CORNING 995/983 0.625" J 187" @GL311t illt�AZING BEAD(STOP) STEEL PANEL OR DOW CORNING 995/983 1-3/4" THICK SIKAFLEX 222UV.295UV,552 STOP MIN E Is, dLOCK 20 GAGE S,LAMINA TE-Dgoss. NOTES: POLYCARBONATE 1. SEE SHTS, 1, 5, 9 AND 19 FOR ELEVATION, MATERIAL AND HINGE OPTIONS 0.090 All "SUPERLITEII-XLBYSA 1 10; 1111128'OUSPLYF1 KURARAY 2. SEE SHT.1 NOTE 2. FOR ANCHOR REQUIREMENTS SENTRYGLAS INT 3. SEE SHTS, 10 THRU 14 FOR WALL CONSTRUCTION AND ANCHORING SYSTEM HEAT KURARAY INTERLAYER 4, SEE SHTS. 5, 6. 7 & 9 FOR AVAILABLE OPENING SIZES, JAMB DEPTHS AND SENTRYGLASOD /ENGTHENED INTERLAYER POLYCARBONATE SPECIFICATIONS GLASS (LEXAN) 0.25" S. HARDWARE INSTALLATION IS PER MANUFACTURER'S INSTRUCTIONS >�-O.09­ TEM�clna SEND RADWS MANUFACTURING LOCATION: EXT CLASS SCHLAGE LOCK COMPANY, LLC STEELCRAFT a YE 'L y AN SA AS. ER 11819 N. PENNSYLVANIA STREET 0.2d' 9017 BLUE ASHI,RVAUI EXT 11 EXT - TEMPERED CARMEL, IN 46032 CINCINNATI, OH 45242 HEAT CLASS I STRENGTHEN .'p 0.25r WN ANGLE PROACTION TIRE SIULCRAFt N SEFJFI$ HANSON AW!wliulll t1vv& D SS 7EMPERE DRAWN DATE GLAZING AND PANEL.DETAILS GLASS U.MO3 H-SERIES FG SINGLE AND 6070/P 0.25" F CLASS Ymr, SOUBLE OPENING 0.5!'TYP. 0.25� FULL GLAZED CONFIGURATION SIDE AND TRANSOM LITES/PANEL INTUMESCENT GEL CNECrLD CONSTRUCTION DETAIL INTUMESCENT GLASS -AP—PROVED SIZE IFLAI GLASS CONSTRUCTION DETAIL POLYCARBONATE CONSTRUCTION DETAIL'H' 975W SHEET 4 OF 19 9/16"HS LAMINATED GLASS WITH (LEXAN BY SABIC 1-1/16" SUPERLITE I(-XLN` BY SAFTI Y KLIRARAY SENTRYGLASO INTERLA INNOVATIVE PLASTICS) WITH KURARAY SENTRYGLAS(D INTERLAYER GOAL. NTS ALITOCAD MAX, FRAME WIDTH = 128' (SEE TABLE 3) AVAILABLE DOOR-LITE TE CONFIGURATIONS(SEE SHEET 6) R E MAX. TRANSOM LTR DESCRIPTION DATE APPROVED LITE/PANEL 36'MAX DOOR —OPENING WIDTH WIDTH TYP. B APPROVAL DWG YMF 01!06105 (SEE TABLE 3) D REV'D DWG 08/30/13 x41 a MAX, TRANSOM // _2aMDAx fLO.f� E REV'D DWG 03/11/15 LTTE/PANEL G EOR CHANGE SIM 10/15/17 OPENING HEIGHT % /r (SEE TABLE 3) 83-1/2" H REVISION JPD 07/27/18 - H �wJ la- 64'14AX HEY T fr I ADDRESS UPDATE SM 02127/20 OLD, Z< W R P. 0/1r ff �^ GLASS GLASS � OPENING OPENING w W WIDTH HEIGHT p a SEE SEE yx X i r TABLE 4 TABLE 4 L7 5L Fo•ure Faure Fa�•urE FULL GLASS NUF¢eNIAL BflU.Aq/L 7HDRKUNTALAt7UR11LS PRODUCT RENEWED a W C3 u rr as complying with the Rarlda 13 r TABLE S.STEEL DOOR&FRAME Building Code 111111 II 1 Bi y{ 20-0370.0') MECHANICAL PROPERTIES NOA-Na. Yi0.0 nIENSLEMATERIAL ASTM REP. EKSIxpiration Date 05/05/2025 ,` ,r .� ,"e6 /ie,,.L. ,• QHRS A1011 MIN.41.5duc!MAX. DDDRGZVN ASO A924OPENING WIDTH yOf18O (SEE TABLE 4.) SS:304,316 A240 MIN.41.5 Rn MAX, SIDE LITE/PANEL OPENING WIDTH (SEE TABLE 3) 9 •" ''~ AVAILABLE STEELCRAFT FRAME CONFIGURATIONS(SEE NOTE 1.) hA `nsS TABLE 3, MOM: 11111 FRAME JAMB FRAME MATERIAL FRAME WALL OPENING TRAMSOM LITEPANEL SIDE UTE/PANEL GLAZING MATERIAL , SERIES DEPTH SIZE,MAX. OPENING SIZE, MAX, OPENING SIZE, MAX. 1. FRAME CONSTRUCTION DESCR. THK WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT .DESCR. THICKNESS 1.1. NOMINAL JAMB DEPTH ^5 3/4",STOP HEIGHT^ 5/0" 16/.053" POLYCARBONATE 1.2, FRAMES AVAILABLE AS FLUSH{-SERIES!AND MULT-USE(MU-SERIES)(SEE TABLE 3.) i CRS/HRS i4/067" LEXAN BY SABIC •5"TYP• 1.3. FOR GLAZING DETAILS REFER Tb SHEET I F 5.7V' GdLV 12/.499" INNOVATIVE PLASTICS 1.4.SIDE/TRANSOM UTE/PANEL SIZES SHOWN(AS TESTED)ARE MAX. SIZES AVAILABLE. ,I NOM. MULTIPLE UTES/PANELS ARE ACCEPTABLE WITH TOTAL DIMENSIONS LESS OR EquAL TO STAINLESS /16 .053" 10'8" 916" 6'0' 2'2" 2'0" 9'2" LAMINATED GLASS THE SHOWN MAX. DIMENSIONS SHOWN IN TABLE 3. { STEEL WITH 0.09' (128") (114') (72') (26') (24") (110") <URARAY SENTRYGLAS '55'TYR 2.DOOR CONSTRUCTION 16/.053" INTERLAYER 2.1, NOMINAL DOOR THICKNESS-1 3/4" MU 5.75" CRS/HRS 14/067• LAMINATED GLASS 1,06"TYP. 2.2. CLASS OPENING SIZE TESTED(SEE TABLE 4,) IS MAX SIZE AVAILABLE FOR 6'0" X 7'4" NOM. GALV SUPERUTER BY SAFTI DOOR OPENING.ALL SMALLER SIZES ARE ACCEPTABLE,AS DETERMINED BY F8C.. 2.3. MAXIMUM GLASS OPENING SIZE WILL CHANGE IN PROPORTION WITH DOOR SIZE TESTED, SIDE/TRANSOM 2.4. AVAILABLE DOOR-LITE CONFIGURATIONS: SEE SHEET 6. + PAN0.WITH 1,75" 2.5.:FOR GLAZING DETAILS REFER TO SHEET 7. HONEYCOMB CORE j POLYSTYRENE CORE 3.SEE TABLE 5 FOR MATERIAL SPECIFICATIONS FOR DOORS,Y FRAMES. _ POLYURETHANE CORE TABLE 4. AVAILABLE STEELCRAFT DOOR CONFIGURATIONS(SEE NOTE 2.4) BEND RADIUS SCHLAGE LOCK COMPANY, LLC MANUFACTURING LOCATION! CORE MATERIAL DOOR OPENING SIZE MAX, ATERAL GLASS OPENING SIZE MAX. GLAZING A ERIAL 11819 N. PENNSYLVANIA STREET STEELCRAFT PER SHT.8 WIDTH HEIGHTi WIDTHHEIGHT _D SCR. THICKNESS. _ r--�'1_ CARMEL, IN 46032 9017 BLUE ASH ROAD POLYCARBONATE -Ci CINCINNATI, OH 45242 LEXAN BY SABIC ,5" TYP. THIRD ANGLE PROJECTION uTLE H HONEYCOMB 16/.053" MAKROLON BY BAYER DRAWN DATE DOOR AND FRAME POLYSTYRENE 6'0" 7'014/.067" 2'0" 5'4" i LAMINATED GLg55 YM1+' msam CONFIGURATIONS POLYURETHANE (72') (84) (24') (64") WT H 0,09'KURARAY ,56"T1fP, CM D AND MATERIAL SPECS, SENTRYGLAS® INTERLAYER SeE FA DWG N LAMINATED GLASS 9AW SHEET 5 OF 19 I Fy MIN BY EL 16/.063" SBY SAFTI UTE it 1106"TYP S u ENG PVL NTS AUTOCAD J6'N4-DOOR� _ _ _ _ R E V I S I ❑ N S YIDTx ttP. 0 J/a'TTP, 0 7/4'IuII. B J/4'i1P. - 0 J/4•I1P� 0 J/4'T1P� MIN TO 0 1/D'MIN.TO I-70 CXSED IN 10 - FUN TO IAN TO EXPOSED- EXPOSED CLASS W'oSED GLASS L OSEO GLASS I I -I %P°7ED 6U59 I I cuss I' J_ LTR DESCRIPTION DATE APPROVED FOL0 1 MI ro O 1/p MOT TO B TO o B APPROVAL AWG YMF 01/06/05 CLASS EXPb5E0 GLASS E%Pb5lD CUSS OPOSED CLAD :21 RV La =.11.10 24-MAX_ D REV'D DWG 08/30/13 E REV'D DWG 03/11/15 MAIL83-1/E' 7 1/2'ION TO 64•MAX DOOR R I EXPOSED CLASS 81 7 1/2 MIN TO // G EOR CHANGE SIM 10/15/17 DLO. MiYPT I // EXPOSEO clAss a H REVISION JPD 07/27/16 I RI T I ADDRESS UPDATE SM 02/27/20 AVAILABLE DOOR PANEL CONFIGURATIONS 12 J/4 MIN TO 12 V. MIN i 17 J/4 IAN 12 3/4'FON.70 E)D'OSE�CLASS EXPOS OE oU155 E%POiO GUSs EXPOSE CLASS FG•LITE �— FO2•UTE F03•LUE O-LITS LNL FULLYDLAZED HORIZONTAL MID-RAIL T HORIZONTAL MID-RAILS HALF GLASS LONG NARROW LITE _3O•MAX DOOR_ °3/4"MIN. 6 3/4'MIN, 0 3/4-MIN. A 3/4'MIN, I S 3/4'MIN. V1010 Tn, 0 J 4'MDI. 8 1/0'FIN.TO —I-TO EXPOSED 8 1 0'MDI.TO TO EXPOSED B 1/B'MIN,TO —I-iO EXPOSED 8 1/B"F9N.70 [TO EXPOSED I^6•MIR TO V MIN.TO ro EXPOSED TO EXPOSED EXPOSED GU 55 I CLASS p;D � CLASS EXP05ED IN.To I ASS EXP.; GLASS SSS "1 I EXPOSED GLASS E%P�ED CLASS GLASS GLASS 0 1/B'MIN. S 3/0' TO EXPOSED MIN,TO +� Jd M1N.70 GLASS MIN. a XPOSED EGLASS D 24,K" fJ ECUSS 03-1/2AX. PRODUCT RENEWED MAX.GLAZING DOOR pbrIng with th DLO °7PMA%.GLAZING max GLAZING acome Florida Y. DLO Building Code 12"X12' MAX.GLAZING DLO 5"%TD" NOA-Nd. 20-0310.01 DLO 3•xJ3" 4•x25 � Expiration Data 05l0512025 By Miami-Dade ieml-Dade Product t Control V N3 N4 NO N E4 TL E2 0 VISION LITE NARROW LITE TYPICAL EMBOSSED PANEL DOORS SECTION R•R HORIZONTAL MID•RAIL SIKAFLEX GLAZING ADHESIVE 18 o., CUTOUT GLAZING 12 GA RAIL 9 MATERIAL SEE - DEZIGNER REINFORCING 25 REINFORCING OO TABLE 6 SHEET 7 TRIM IS GA CUTOUT CHANNEL CHANNEL FOR R NG, SING DE REINFORCING REINFORCING CHANNEL 25 1,66" 0.50' CHANNEL REINFORCING GA HID RAIL NeT CHANNEL dQOR 1.66' x 1.Ts SEE SHEET 8 V1�9�� y�jCy�• nY CO MATERIAL 18 GA CUTOUT EXTERIOR RE7..I, NG C?os3'Y SIDE CHANNEL 25 REND RADIUS SCHLAGE LOCK COMPANY, LLC MANUFACTURING LOCATION, hp°' ,/ ��TLt1Ilolll/j 11819 N. PENNSYLVANIA STREET STEELCRAFT �• STEEL TRIM-/ ;� _ CARMEL, IN 46032 9017 BLUE ASH ROAD HmSL <DPTICNALO �� fir -� CINCINNATI, OH 45242 2, DOOR CONSTRUCTION 86-18 X 1 1/4'OHMS �� t e THIRD ANGLE PROJECTION TITLE S S 4 LTE FRAMES 2.1. NOMINAL DOOR THICKNESS- 1 3/4" S�% x AT 2.2. GLASS OPENING SIZE TESTED(SEE TABLE 4. SHEET 5) IS MAX SIZE AVAILABLE FOR r' .73778 IMF mE%m GLASS DOOR CONFIGURATIONS B'O"X 7'0' DOOR OPENING. ALL SMALLER SIZES ARE ACCEPTABLE, AS PERMITTED BY FEC. * CtKED 2.3. MAXIMUM GLASS OPENING SIZE WILL CHANGE IN PROPORTION WITH DOOR SIZE (SEE " TABLE 4) p F ' "•ROVED size FLATVL DVG ND fiEV 2.4, FOR 000R GLAZING DETAILS REFER TO SHEET 7. 1' 1RLr'(V 975V SHEET 6 OF 19 I 2.5. WHEN USING CONTINUOUS HINGE' THE MINIMUM DISTANCE FROM DOOR EDGE //�.1310 to P TO EXPOSED GLASS IS 6 1/4" AT STILES AND 7-1/2" AT MID RAILS. rraE3 ° �Ik1iA,TnT7a soAL NTS AUTOCAD fJ til 111 I GLAZING TYPE 1(LEXAN) GLAZING TYPE 1 (LEXAN) GLAZING TYPE 2 (SG) GLAZING TYPE 2 (SG) R E V 1 S 1 0 N S GLAZINGDETAILL D Ir0•RUL LEXAII Ire'9UL LEXAII GLAZING DETAIL IR DESCRIPTION DATE APPROVED DE 1 NE7 G R TR7IDN °'OLYCNa°RnTE OaLTCMDaIATC lY DA010 GLAZING DETAII'K';' OLAZI 0 DETAIL'L' r snYlc wRavnuv[ mavAIIVE PLASnc STEEL TRIM OPTION LAMINATED GLA S LAMINA ED GLASS nA3T1U anEUq ACRESiVC XTUMI[R ra MAZIM AmovL STRAMEx ow Iry emr X IBr APPROVAL DWG YbIF 01/06/05 �SIXAYLEX 222 UV ""I W 4i TnPPllq N[ RETa)HTa al R au w IN•rrua[x sra• an:uro ernD 9/16'xs Laxnu7c arcs REVISED DWG JPD 08730/13 1/16•TIUM x 0101 YIDC L[AO UNTERIM SI aA211n ADNLSIVL Me Nt LAIRRAILD VIA IEAD i NTRYf°D9AAII I ffNTLp SIXAFLIX 03E an3U NTN LTIOR Tal / 1/10• moo x 0/0• 409•/SaARAY nX1ERI11R SIM DSTNL•! auus7vE-srnwn DEZInI[R VIDE SAD 3ENTRDIAS E REVISED DWG JPD 03/11/15 EXT 31 LEX-352 7R11 OLA2/N0q TRGWE I'x1^Ai•yR AV TRICK x Ift, SIXAfL[�IVg90 77[[L iRl VIDE BEAU 10'cc EKi Is•TIIIEx x aro• MA71x0 G CDR CHANGE SIM 10/15/17 X. RCTAU P YIYC[SAD UIX16R°W WU mu[mw1 &E[IVC-f[ALNU H REVISED DWG JPD 07/27/18 d1NA(Lg1-092 ea NAL VIDE ICM x Ire' EXT EXT x Ler I ADDRESS UPDATE SM 02/27/20 1 snr TAPPIU Ic ETNIER MIP ° 2 19-1 19-2 16-1 V4 Fx e�'re SCLIN. - /O� hTj0,4 ° D vEZIONER TRIM DEZIGNER TRI - 19-1 STEEL TRIM 19-2 DEZIGNERTRIM STEEL TRIM CORNER DETAIL CORNER DETAIL TABLE 6. LAMINATED GLASS DETAILS GLAZING TYPE 3(SUPERLITE II-XL) NgZING TYPE 3(SUPE II-XL) GLAZING TYPES AND METHODS VISIDN FRAME OPTION GLAZING TRIM TYPE. SEALANT GLAZING SEALANT I(utTtfay 1' E 4 OPT]ON TYPE M TERIAL -ADHESIVE l,•Ta@USD i-vlv swEm-nE R-EL LEXAN BY SABIC 0,090• )A•xEnr SanlryGiOs®. scE IX:ran Ar DEZIGNER 1/2' SIKAFLEX 2220 Im R+TORrzc[er ca Y9 vmlmrous wEan L WHOSE= INNOVATIVE KURARAY s eNon¢rl Interlayer I/a•TEMPERED DnwAYu Dmv _Alli.IRA PLASTICS 1/2' SIKAFLEX OR c Itl.- slrn 1 295UV SEItTRYA aA3s +�.'TTnmm CLUING Aan31Vc YUIO x IP'• TRIM DETAILS STEEL TRIM 552 1/16'X 5/8' 1NTERlA .09' SUMLIM•II XL [DAXNALL uAL2a (SEC TAM ELI 7NPURI 'D'& 'E' DEAD SEC DETAIL 91' n Pa TMIX 0) I•STEEL TRI 6xTERla1 slDn .25' KWI C[CMITr 9/16' HS DEZIGNER 1/2• SIKAFLEX 552 mnom vlslw Fam 10.0 RA LA14INATED GLASS 9� a°sieiraT PATH KURARAY STEEL TRIM .25' 2.5'MAX. EXTERIOR '2 SIKAFLEX OR 025• a.1O°0tmis 025' 19-a 5EN7RYGLAS 552 DOW CORNING [a•uUT EXTERIOR INTERLAYER'J mREx BLT. TRIM DETAILS V STEEL TRIM 1/16' X /81 4, o.2s' 7 iNTUMESCG� 25• YU-D2 I sERrts K•5_�, TRRY-ULT 1' STEEL TRIM STC H-S[RIES YY STEEL aWT (DETAIL GO NONE CONSTRUCTION DETAIL'H' DY® SUPERLITE II-XL­ SrmaArr R6-1 1/4 BY SAFTI fE$GENT GLASS EI'rt, LS,I,L ECURITY VISION SIKAFLEX 552 I 1-1/16°SUPERLITE II-XL-1 A SCREYs 3 WITH KURARAY FRAME SG-10 OR GLASS CONSTRUCTION DETAIL V' �R ° SENTRYGLAS ` BY SAFTI HIGH SECURITY VISION LITE KR BY ANEMOSTAT DOW CORNING PATH KURARAY SENTRYGLAS 9/16"HS LAMINATED GLASS WITH SG-10 BY ANEMOSTAT(SEE SHEET I7) V STEEL TRI INTERLAYER'H' (DETAIL 'F') NONE 995/983 INTERLAYER KURARAY SENTRYGLAS INTERLAYER PROFILE SHOWN FOR 1-1116'GLASS CORNER DETAIL 19-3 TRIM DETAILS 1/16' X 5/8• F' 6'G' DEAD GLASS TRIM OPTIONS No. 8 x 32 THRU -BOLT NOTES, SEE SHEET 17 FOR N .50' SPACING 1. SEE SHT.1 FOR ELEVATIONS,SHT.5 FOR SIZES AND MATERIAL SPECIFICATIONS. 0 2. SEE SHT.1 NOTE 2.FOR ANCHOR REQUIREMENTS 3. SEE SHTS. 10 THRU 14 FOR WALL CONSTRUCTION AND ANCHORING SYSTEM L-1.75-3 4. SEE SHTS. 5& 9 FOR AVAILABLE OPENING SIZES,JAMB DEPTHS AND j SPECIFICATIONS (11AR...1-1 VSTEELTRIM 19-3 5. APPROVED HARDWARE ON SHEETS 1,2, 3, 15 THRU 19 TO BE INSTALLED PER DEZIGNER TRIM 19-1 MATERIAL•20 GAGE A40 STEEL 1,00' IT _S5 MANUFACTURER'S.INSTRUCTIONS. PROFILE G.FIRE RATINGS ARE NOT PART OF THIS APPROVAL, MATERIAL:24 GA A40 STEELHIGH SECRITY 19-4 ^'^ 0.375° 80-62° METAL VISIONULIITEKLT L,j1L111111/ BEND RADIUS I MATERIAL:12 GAGE ,, /// SCHLAGE LOCI( COMPANY, LLC MANUFACTURING.LOCATION, 0.156" ANEMOSTATSG-10 `` E5 F'No 11819 N. PENNSYLVANIA STREET STEELCRAFT .Fp i �- CARMEL, IN 46032 9017 BLUE ASH ROAD COUNTERSUNK ^ PRODUCT RENEWED - ll2D nNGLE PROJECTION TITLE A CINCINNATI, OH 45242 OM 46 SIDEL17C FRANC o .50' HOLES FOR as eomplviny wllh the FloNda _ T78 JNA DATE GLASS TRIM AND GLAZING OPTIONS M Building La a �( rt' 0225,03 116 DHSS NOA-No, 20-0310.01 L .37`J' r .O �F EILNED expnouan Dtlt.OslOSl2aa5 R� P•r v GLAZING BEAD FOR /' .(/ A DYED SIZ FLAT PG NO 1.750--� STEEL OVERLAPPING By ILI,.71 �ti°nom //I 11 975W SHEET 7 OF 19 RETV STEEL TRIM 19-2 TRIMS Mlaml-God.Protluct Control '$II ' P°�``� NG.RPP L I MATERIAL:206AA40 STEEL 2D OAOEA406TL rxc[TAA°d' MYINY fl NTS AU1.00AD R E V I S 1 0 N S LTR DESCRIPTION DATE APPROVED D REV'D.DWG. 08/30/13 SECTION AA—AAA SECTION 88—BB SECTION CC—CC E REVISED JPD o3/1111/ib i F REVISED JPD 08/05/16 'y G EOR CHANGE SIM 10/15/17 H REVISED JPD 07/27/18 I ADDRESS UPDATE SM 02/27/20 AA AA BB BB CC CC : :. ,w, .. .l.r. PRODUCT RENEWED (A) EXPANDED POLYSTYRENE FOAM (8) POLYISOCYANURATE (C) HONEYCOMB as complain with the Florida BY ATLAS EPS (POLYURETHANE) KRAFT PAPER. ►DiusdOA-Ho.�o$ , 20-0310.07 DENSITY: 1.0 LBS/FT3 BY ELLIOT CO. OF INDIANAPOLIS, IN DENSITY:2 LBS/FT3 expiration Data 05/0512025 By IS3-7 'z4, 1,. tILiu Mlaml-Dada Product Control .11- ``�����ES ' NORJ SECTION DD—DD SECTION EE—EE *tVQ .•\C_ FA i ieZ NZ g — N 3778 0 dr • � �wyfr.�nyc�\ �� . DID DO EE EE z+l la l i 1l NOTES: 1. CORE MATERIAL SHOWN WITHOUT HARDWARE REINFORCEMENTS OR GLASS LITE CUTOUTS. ,.:'•1• 'BEND RADIUS SCHLAGE LOCK COMPANY, LLC MANUFACTURING LOCATION: 11819 N. PENNSYLVANIA STREET STEELCRAFT '. CARMEL, IN 46032 9017 BLUE ASH ROAD lzipT CINCINNATI, OH 45242 (D) EXPANDED POLYSTYRENE FOAM (E) POLYISOCYANURATE THIRD ANGLE PROJECTION TITLE BY ATLAS EPS, DENSITY:1.0 LB/FT' (POLYURETHANE) UR4 onx�.ox BY ELLIOT CO. OF INDIANAPOLIS, IN CORE.MATERIAL FOR DOORS AND PANELS CYMF DENSITY:2 LBS/FT3 naPRO D sme rL D v O. TIE 975W SHEET 8 OF 19 END APPVL G-L' NTS1 AUTOCAD T TAOS TONSECURE ASSEMBLY IB%Dim TRUSS R E V I S 1 0 N S HEAD SMS LTR DESCRIPTION DATE APPROVED A APPROVAL DWG YMF 02.25.03 �.t ^ D REVISED DWG JPD 08/30/13 SEE NOTE 1 SEE NOTE 1 E REVISED DWG JPD 03/11/15 WELDED WELDED G EOR CHANGE SIM 10/15/17 SEE NOTE'2 SEE NOTE 2 'MU' 'SUN "MUL71-USE"SERIES H REVISED DWG JPD 07/27/18 'KNOCKED-DOWN' SET-UP AHD ARC-WELDED KD ASSEMBLY SHOWN ASSEMBLY ASSEMBLY WELDED CORNERS OPTIONAL I ADDRESS UPDATE SM 02/27/20 12 GA CLIP WELDED TO HEAD DOOR SEAL PS074 APPLIED TO HEAD e AND JAMBS e HEAD ANCHOR k,WELDw_WEUDED SEE NOTE 2 EE NOTE 2 \ `TOP OF JAMB HEAD NOTCHED HEAD SITS ON TOP HEAD NOTCHED HEAD NOTCHED EXT AND BUTTED BETWEEN JAMBS OF NOTCHED JAMBS AND BOLTED ON TOP OF JAMBS AND BOLTED BETWEEN JAMBS o FRAME HINGE REINFORCEMENT sDttiTE LOON — 3.25"NOM•�- ODOORHINGE HuluoN TRANSOM HEAD MULLION REINFORCEMENT SEE HINGE OPTIONS SHEET 19 0.625" 2" 0.625" 16 GA MIN, NOM. 5.75" NOM. HINGE DETAIL'P' tEl" T JOINT MULLIONOUS 4'HAX, VARY 0.625 TYPICAL FRAME PROFILE cDNNEcnorlsLD BEAD ACE FOR JAMB AND HEAD SIDES 2000 P5 2" 3.25" IN LOAD NOM. NOM, cRour nulD n,FOLLOP/5.75" VARY — I". AnsoNFrs°rRT1ALLs TYROALS 4.00" MAX. HEAD „•� ;••, MENTS INNOM. 0.625" X OPTIONAL �' +'•:• EXT FOR GROUTED ;:, EXT' MASONRY 2.00" JAMB 2 m Ir AT• :�c ..;'. ane 1.94" x 1.94" �-"� VARIES I WEATHERSTRIPPING DETAIL SEE IB HINGE MULLION 16 GA MIN. SHEETS 16, 17 AND 18 i 5.75" i 21 (ALL DIMENSIONS TYPICAL DOOR SIDE EXTERIOR NOM. EXCEPT WHEN SPECIFIED) NOTES: , 1.GROUTED 4"FACE HEAD MAY BE USED WITHIN MAXIMUM FRAME HEIGHT LIMITATIONS. 2.CONTINUOUS BACK WELD WITH FULL PENETRATION TO FACE SEAM,GRIND,SMOOTH, 7 PRIME,&PAINT. 0 1.23" ® 1.28" WELD CLASSIFICATION-E70XX PRODUCT RENEWED `� %�5 1��� BEND RADIUS ST EL RAFT MANUFACTURING LOCATION: ��\ p �i SCHLAGE LOCK COMPANY, LLC 05 complyIng with the Florida ,} �3` ,F,Q /,. II619 N. PENNSYLVANIA STREET 8017 BLUE ASH ROAD Building Coda Q F •, �� CARMEL, IN 46032. 9.19" / 9.19"\ NOA-Na. 20-0310.01 X47 • _ CINCINNATI, OH 45242 Y Y _ 13T78 THIRD ANGLE PROJECTION TITLE Expiration DatoOS105/2025 ` DRA D E CORNER DETAILS Dy Ica 7 I. /,nJ. = !t ' T OF 'W YMF �t+w AND WEATHERSTRIPPING ATTACHMENT ��, CHECKED FOR FLUSH FRAME AND MU FRAMES 7 GA, 7 GA. Mlamwotls Product Control DOOR HINGE FRAME HINGEAP hNi�,CD� DVEO ee rinT DnD Na xev REINFORCEMENT REINFORCEMENT a�d�o Ps Ip ry..}�1�D�% a 975W SHEET 9 OF 19 1 rDPE CrAT�JPy1 �tI�RN11.29570NTS AUTOCAD \�•. I.; �O•q R E V I S 1 N S ❑ WIRE MASONRY JAMB ANCHOR F'g-2000Pol MIN. CONCRETE \� Q' R TR DESCRIPTION DATE APPROVED AQ INTO GROUT FlLLED FRAME AND LINTEL SHOVN ♦ ;i ,•'"• ' GROUT FILLED FRAME MAY VARY PER FILLEFRAME D APPROVAL DWG YMF 01/06/05 GROUT FILLED BLOCK WALL HEAD AND JAMBS WALL FlLLED YF/20o0 t' NOTE 3 CONS7RUCTIDN\:;•.i,,f:.I; Pp GROUT �� B•MAX Ha , ;11 REVISED DWG JPD 08/30/13 1- WE �•:° OR 4'FACE i 2MAxo MULLION '° GROUT FILLED Q "' REVISED DWG JPD. 03/11/15 CI r MAX DOOR ANCHOR OF y ��� Cc ,F REVISED DWG JPD 05/05/15 2N a.C. OPENING TYP. W • /� IS%?,/ G� \\ MAY. 72 W x w•HD FxrFalDa I �� �NAIE \�� G EOR CHANGE SIM 10/15/17 I-- 00.375"WITH PIA1M.Ili ttlt� H REVISED DWG JPD 07/27/16 24 as EMBEDMENT: POWERS POWER MAX BOLT, POWERS LOK BOLT AS, I ADDRESS UPDATE SM 02/27/20 HILTI HLC-FPH SLEEVE ANCHOR, 24.Oa aIAN OR REFER To AAL _ HD2 - FRAME HEAD SEOTION OR SIMPSON STRONG TIE MAK DEi o DOOR SILL �I ti C SIDE VIEW SHOWN GLAZED SLEEVE-ALL ANCHOR INTO 1NSTAL61LI. CONCRETE(3.0.K51 MIN.) V MAX. DETAIL'TN• OR r-eKMS,;. D 3/8"LAG BOLT MAN - B, INTO(2) 2X WOOD BASE ANCH - -MAx MAIL BASE ANCHOR AS'MIN. SILL(SG-.55) SEE DETAIL® MULLION ANC yQR SEE DETAIL® SEE DETAILI9J EXT MINIMUM 3,125' MULLION BASE ANCHOR EDGE DISTANCE DETAIL FRAME TO BE GROUT FILLED • F'9.2000 Pal 00.375"WITH 2"MIN. flEINF.DAR ACI 030.1 EMBEDMENT: POWERS POWER e.a MIH.EIAOEDMFIIT BOLT, POWERS LOK BOLT AS, EXT • EXT HILTI HLC-FPH SLEEVE ANCHOR, 8 B WIRE MASONRY ANCHOR f "'A"�'��'r�'�:�+•�' ',': OR SIMPSON STRONG TIE •:.• • •.:•::.• • •••}.,' SLEEVE-AL1 ANCHOR INTO oD.37D°\MTII 2'Mw. 0 0 •}' ••• "''�`;+:: }}'••:... CONCRETE(3.0 KSI MIN.) EMBEDMENT:POWERS 0 0 ::p .:;:;1'.;;;;;..?•:: si:..;.;•::::.:.":• POKER BOLT,POWERS 00.375"LAC '"� .......••&:i::. •i!:ii•:t°r.'rti? OR IDI(BOLT AS,F12.11 2'MIN, SCREW WITH 5"IAN. 3/0"LAG BOLT PRODUCT RENEWED MLC-FPH SLEEVE '' EMBEDMENT ..::>::::::.•.:.:•::::.:.. ..;:i: ANCHOR,OR SUPSON _ MINIMUM 3" :?.;.,";;i•.r.xx;;•;;;A;;•;,;w.,,:•• ;. .o� INTO(2) 2X WOOD .a eom IyInp with tho Florida STRONG TIE EMBEDMENT EXT a2s'MDL P SILL(SG-.55) BUlldinB Codo SLEEVE-ALL. 'v " 1''O ANCHOR CJ/16' MASONRY BLOCK WALLS MIWMUM 3.126° NOA-No. 20-0310.01 MIN.3000Pa1 '"a'''"' ' 1.5"MIN 1.S'14N BRIGHT BASIC W1 E `SHIM SPACE EDGE DISTANCE EXT CONCRETE I- EDGE EDGE 5.19"X 8.55' MIN.8"XB°X18" CMU(C-9D) 1/4.MAX Expiration Dato05/0512025 3.125"MIN. 3.125"MIN. DISTANCE DISTANCE FT MV.-58 KSI F'go2000P81 GROUT FILLED TYPICAL JAMB BASE ANCHOR EDGE---EDGE ACI 630.1 (WELDED OR ADJUSTABLE) By Is7�7"L/,`y r DISTANCE DISTANCE DETAIL QA RWmT-Dade Prodaet Control ©SIDELITE SILL ANCHOR ©SIDELITE SILL ANCHOR DETAIL INTO CONCRETE DETAIL INTO WOOD 00,375"BOLT (3.0 KSI MIN.) (2) 2X (SG=.55) 00.375"BOLT B SPA o 11 )TYFE TO SUIT SHOWN GLAZED SHOWN WITH PANEL .00` UDSTRAIE NOTES; SIDE VIEW SIDE VIE TYPE 10 SUIT 18 ( SUBSTRATE 1, WALLS MUST BE DESIGNED TO MEET THE REQUIREMENTS OF THE BUILDING CODE. 2 ITV - SEEN TE 5. 3 2. NUMBER OF ANCHORS FOR VARIOUS OPENING HEIGHTS IS LIMITED BY MAXIMUM DISTANCE BETWEEN ANCHORS, SHOWN ON THIS SHEET. 3. HEAD SECTION CAN HAVE 4" FACE WHEN GROUTED FULL 2000 PSI GROUT ACI 530:1;WITHIN 0.75'1 NOM. MAX FRAME HEIGHT TESTED. e B. 0. 4. SEAL ALL JOINTS WHERE FRAME MEETS SUBSTRATE WITH BUTYL RUBBER OR 100% SILICONE uAx - MCAULK AX Max, MAX d 5. INSTALL THRESHOLD INTO BEAD OF BUTYL RUBBER OR 100%SILICONE CAULK FULL LENGTH 3 4• OF SILL THRESHOLD ANCHORED WITH 1 6 DEND RADIUS MANUFACTURING LOCATIONI 1/4" X 1-3/4" ITW BUILDEX/RED HEAD EXTERIOR SCHLAGE LOCK COMPANY, LLC STEELCRAFT 11819 N. PENNSYLVANIA STREET TAPCONS OR #14 X 1-3/4" WOOD EXTERIOR 2AN CARMEL, IN 46032 9017 BLUE ASH REIAD SCREWS (7) PLACES OUTSWING DDDR SILL'INSTALLATION -�" CINCINNATI, OH 45242 (TYPICAL)DETAIL"TH' THIRD ANGLE PRDJECTION TI7LE STEELCRAFT SINGLE AND DOUBLE MORS WITH 7WN_SffrCT1Tfa_7ffRAME 1/4"X 1-3/4" CONCRETE OR n V DATE ANCHOR DETAILS / MOUNTING CONDITIONS I1W BUILDER/REDHEAD WOOD STEL tri' 02,25.03 TAPCON OR 014 X 1-3/4"WOOD 1.25"MIN. EDGE DISTANCE CHECKED SCREW 1.25 MIN. (E.D.)INTO WOOD (SG-.55 EMBEDMENT 2.5" MIN, EDGE DISTANCE APFRDVE SIZE FL uWG 10. NEV DETAIL'TH' (E,D.)INTO CONCRETE 975W SHEET 10 OF 19 1 SILL INSTALLATION SIDE VIEW (3KSI MIN.) A P • WOOD OR CONCRETE C 0 NTS AUT❑CAD ��• (c H EXISTING MASONRY JAMB ANCHOR(SHA) IF HEAD IS NOT Vl +_ ! R E V I S I ❑ N S y 0 EXISTING MASONRY JAMB ANCHOR(EMA) IF 4"FACE AD 6 INTO CONCRETE WALL Oft GROUT FILLED NI '.T ? INTO CONCRETE WALL OR F' 2000Pol 2000Ps1 GROUT FILLED CMU g• ANCHORS REQUIRED `tt S /// / 2000Pol GROUT FILLED CMU GROUT FILLED EAD g• D•M z• g. IIDIAORHDIO r - LTR DESCRIPTION DATE APPROVED ♦ -� r' �• B APPROVAL DWG YMF Of/p6/OS MAx HD2REODB2E0 NO 13 MAX IAAX- MAXNAx:LENIER 1 MAIL -� .�„ ;,y, `°''" IN D REVISED DWG JPD 08/30/13 21'O.P. .;},'•• MULLION W7:L •,•1; 21.OC. .'.7f• MULLION 7i ^i Tt •' _ PAPE id t' i,Y O .qe E REVISED DWG JPD .03/11/15 21'0.0 H=.•• MAX DOOR i�\'.�C OF 21"O.0 l:i MAX DOOR OF MAX •`�+; OPENING !;,pl.� ANCHOR MAX , A•: °PENIN° �� ANCHOR � O /•'� P,•:� �� F REVISED DWG JPD 05/05/15 72'W z aa'H ;. TYP• E•s: 7x'd x aa•H '.:•'• : rrn. .p GRID NA° '; 2P o rC%,;r ,r,,:• Ma ��i/ Fs "••"'• Gia� G EOR CHANGE SIM !0/15/17 N1A�X� ci,i.;i .}.•y '' MT_AX '}!:r, r•f, /�/49anN�l �tt`�� H REVISED DWG JPD 07/27/18 zt•O.a •'`.••% '/•M1;•r 2Po.c. :11�,+ �•'?'+ I ADDRESS UPDATE SM 02/27/20 MA-. , 1O.. f;"••;• PRODUCT RENEWED au u Geon •'!'Te j �_ •'�• su AHfILL f•F•r as oomp%ing with thO Florida 21'0.0 ! •waw DCT L C '• !, 21 O,C ANCHOR DCT C (•". BYIldIng O O M •�\ C IIIS .LA7710N r'',e �f M ;'� Lc REFER TO SILL r.'••• Noa-No. 20-0310.01 INSTALLATK7N •:••'+' g• `••• De7AL'TN' •. /� g• ,• DETAL•TH' "' Explr•tlon Date0510512025 8' 0 MAX." g. _ _ _ MAIL , IAN(. _ -0, D - -MAK By ISL-71•[!•n1. MULLION ANCHOR M!UWDtI aNCND1iAX Mloml-D°de Produet Go ntrol 00.375"WITH 2"MIN. EMBEDMENT POWERS SEE DETAIL B SEE DETAIL 0 CONCRETE POWER BOLT, POWERS LOK LINTEL SHOWN BOLT AS,HILTI HLC-FPH FRAME HEAD HAY VARY PER SLEEVE ANCHOR,OR y .•-----•- • SIMPSON STRONG TIE WALL ^A--T• FILLED w/2000 CONSTRUCTION `'�•i,', J PSI GROUT y.=• - - •• '•• ACI 630.1 SLEEVE-ALL ANCHOR INTO EXT • EXT 1,- },'.!'•;•, CONCRETE(3.0 KSI MIN.) EMA-U ANCHOR IN; LOCK-IN B 2 r•: 'OR 4' FACE OR B Lu '•'+ GROUT FILLED 3/B"LAO BOLT INTO(2)2X WOOD ~SHO'SPACE 00375•WITH 2•Mi 0 O O O SILL(SG-.55) 2' DEO1TE 1/4'LIAR z'MIN.EAfBE0l1ENT pjaEOMENT,POWERS`•, W 3,0•MIN. ICAL --L POWER 00LT,POWERS 2•NTN. 00,375"LAG 1 EXT 3.125•MIN. ,.' 1125'MIN. LOX BOLT AS,MILT •. SCREW WITH Y MIN, �KTER'. • MINIMUM 3.12:1 EDGE. A.'M1.;„.,.�• O EDGE HLC-FPH SLEEVE , • 1 •,EMBEDMENT MINIMUM 3' DISTANCE t;; - '•L,'•.e�, DISTANCE ANCHOR,OR SISTROMPS�ON \ , EIABEOMENT ” EDGE DISTANCE MULLION BASE ANCHOR SLEEVE-ALL <.' HD2 -FRAME HEAD SECTION 3.12V 1 E°OOC N.; °. rri^' O '•�•'•.;•`• 1128 SDR' MIN.3000P.1 •'9 ' '• 1.5'MM 1.5'MW SIDE VIEW CHDWN A D DETAILEDG © DISTANCE i ;;4 DI6fEDGE EDGE N7C7: CONCRETE r 3,125'MIN. 3.125"MIN. DISTANCE DISTANCE 3,1x5'MN.-3.125"MIN. EDGE— ED — EDCE ODCE — OISTANCE DISTANCE 1.5'LAIN 1.b"MIN DISTANC POWER•BOH z'MM.EMBEDMENT. MIN.3000 Pd CONCRETE ,L+ SIDELITE SILL ANCHOR C SIDELITE SILL ANCHOR EDCE EDGE MIN.3000 PS ;'HLC-IS PSLER BAN RCOLDHLC-FPH SLEEVEANCHOR IN CMU. /0.375'W11H 2'TVH.EIAOEOMFNT DETAIL INTO CONCRETE DETAIL INTO WOOD 016TANCE DISTANCE CONCRETE2000PoI CROUYFlLlEO POIERS.POWEN BOLT.POWERS LOK CMU OLOIX WALL DOLT AS,HILT HLC-FPH SLEEVE (3,0 KSI MIN,) (2) 2X (SG=.55) uTaloR,oR solPsaN sTAonG nE SHOWN GLAZED SHHOWN WITH PANELslE'EVAu w coNCREYE. (SIDE VIEW) (SIDE V�EY� 3'MIN. 2" IAN.I fMBEOMENT 00.375''BOLT � -OSPA 011,00?. 00,376'BOLT � � 11B ,TYPE TO SUIT B �} '"'^^s-�,. Pxr�+ �- TYPE TO SUIT s B 0 0 P0.375'MTM Y MIN SUBSTRATE r SEE NOTE 5. UBSTRATE •'� _ 0SCREW LAC 7 •EMBEDMENT:PoWES 2 . SCREW WTTH oLar PDWEsouLn7s,xn�TYR W MINIMUM 3" W EXTHLC-FPH SLEEVE EMBEDMENT ANCHOR.OR eUP60NSTRONG TE EXT o • SLEEVE-au, 175•NOM. J_ FRAME HEAD HD1A - 2"FACE FRAME HEAD •' I I 6' •' SECTION WITHOUT GROUT SECTION WITHOUT GROUT MAX, 6' .MAK uax. NAX ANCHOR DETAIL INTO WOOD ANCHOR DETAIL INTO CONCRETE 3 I. (2) 2N WITH G LINTEL (3,0 SHOWN 1•ITHKSI MIN) GLAZING - SIDE VIEW THRESHOLD ANCHORED WITH �'' 10 SHOWN WITH GLAZING'- SIDE VIEW 1/4" X 1-3/4" ITW BUILDEX/RED HEAD EXTERIOR BENT Ranws MANUFACTURING LOCATION[ SCHLAGE LOCK COMPANY, LLC TAPCONS OR /�14 X 1-3/4" WOOD EXTERIOR 11819 N. PENNSYLVANIA STREET STEELCRAFT SCREWS (7) PLACES OUTSWING DOOR SILL INSTALLATION CARMEL, IN 46032 9017.DLUE'ASH ROAD NOTES: (TYPICAL)DETAIL"TH" a -� CINCINNATI, OH 45242 1:WALLS MUST BE DESIGNED TO MEET THE REQUIREMENTS OF THE 1/4'X 1-3/4" THIRD ANGLE PROJECTION 71TLEDOUBLE BUILDING CODE, ITW BUILDS% EDHEAD CONCRETE OR AVM DATE I WOOD SILL ANCHOR DETAILS / MOUNTING CONDITIONS 2. NUMBER.OF ANCHORS FOR VARIOUS OPENING HEIGHTS IS LIMITED BY TAPCI OR yjyljT 02,25.03 MAXIMUM DISTANCE BETWEEN ANCHORS, SHOWN ON THIS SHEET. #14 X 1-3/4"WOOD 1.25"MIN. EDGE DISTANCE NECKED 3. HEAD SECTION CAN HAVE 4" FACE WHEN GROUTED FULL 2000 PSI SCREW 1.25 MIN. ' ' (E.D.)INTO WOOD (SG-.55) GROUT ACI 530.1 WITHIN MAX FRAME HEIGHT TESTED. EMBEDMENT2,6" MIN. EDGE DISTANCE APPROVED s¢e L D G 1T1 R 4, SEAL ALL JOINTS WHERE FRAME WEETS SUBSTRATE WITH BUM RUBBER DETAIL'TH' (E,D,)INTO CONCRETE 97O. SHEET 11 [IF 19 OR 10OX SILICONE CAULK SILL INSTALLATION SIDEVIEW (3KSI MIN.) I 5, INSTALL THRESHOLD INTO BEAD OF BUTYL RUBBER OR 100%SILICONE WOOD OR CONCRETE E G,APPVL CAULK FULL LENGTH OF SILL SGA D NTS1 AUTOCAD v © R E V I S 1 N SWOOD STUD JAMB ANCHOR ♦�V ES�• !7 ♦♦ Q� �� ' TR DESCRIPTION DATE APPROVED p. MD7 p. 1.5•IAIN t.5'MIN o u e ceIATER B' -[--I K p• EDGEfEMBEDMENT EDGE ♦ F � APPROVAL DWG YMF 01/06/05 IAA%- - MAX. IAA7l - _{ %, DISTANCEISTANCE 6'I _ 1: REVISED DWG JPD 08/30/13 r pm,7 E REVISED DWG JPD 03/11/15 two.a MAK MULU04 A JnAe E of 1 �� '�` .� REVISED DWG JPD 05/05/15 ID'O.a M MAX DOOR ANCHOR to �„1 �fCC 1.11 \dNA9 le•ac.LIAx. 72'WEX oo'H 7YP JAMB D.3 YI LATG�{ �yis'?/0N`Tf"' �♦ G ,EOR CHANGE SIM 10/15/17 ANCHOR INIMUM 3" H REVISED D\./G JPD 07/27/18 DETAIL E � PRODUCT RENEWEDtroc,uAK EXT as comp with the Florida I ADDRESS UPDATE SM 02/27/20 IT Building Codo to,ac MAX ��� HD3 =FRAME H Atl LECTION ANCHOR NOA-No. 20-0310,01 su sTL DETAIL INTO WOOD (2) 2X CSG=,55> DEr R o REFER TO SRL oET a c Expiration onto 05/05/2025 INSTALLATION STALL HON SHOWN WITH GLAZING - SIDE VIEW P 14'MAX By ISw•7I L4,n.L 5 _ _ p h1Inrn-Dada Product Control IA MAX. BASE ANCHOR LIAK MAK- SE DETAIL D k0i OR SEE DETAIL D LIULUON ANCHOR00.375"WITH 2"MIN. SEE DETAIL 0 EMBEDMENT: POWERS POWER EXT EXT J//5,a MIN, BOLT• POWERS LOK BOLT AS,EDCE DHILTI HLC-FPH SLEEVE ANCHOR,OR sIMPSON STRONG TIE F�A18E ME1T A POVYE NRS \ O O SLEEVE-ALL ANCHOR INTO EMEfl BOLLPOWERSO CONCRETE (3.0 KSI MIN.) LO%BOLT AB,HRR " 2•LAIR00.375"LAG EXT EXT OR HLC-FPHSEEVE EIABEDNENr SCREW WITH 3"MIN. D/OANCHOR,OR SMPSON ,.E1 0 NIN.JB KSI 3/8"LAG BOLT smonc MINIMUM 3" O INTO(2) 2X WOOD SLEEVE-ALL ' ♦ EMBEDMENT Fy MN.�JB KSI D. EXT SILL(SG-.55) MIN.3000POI ' •"'•!°•^" ' 1,5"MIN t.s'MIN 4tW.�T&TAI 1-3/4' I.eD'NIH.THREAD ,r5,%17/1' CONCRETE EDGE EDGE PFR PENEIPARON (M4J TOTAL PER ]A'NN. 3.125'MIN.3.125"MIN.HR MIN.% BETREER SOREM CTOR EDGE— ECCE DISTANCE DISTANCE JAMB BASE ANCHOR EXT DISTANCE DISTANCE (WELDED OR ADJUSTABLE) WOOD STUD WALL(SEE NOTE 1) MINIMUM 3.125" MULLION BASE ANCHOR ©SIDELITE SILL ANCHOR ©SIDELITE SILL ANCHOR DETAIL�D WOOD STUD OR UNIVERSAL ANCHOR EDGE DISTANCE DETAIL INTO CONCRETE DETAIL INTO WOOD (LOCK-IN OR WELD-IN) DETAIL® (3.0 KSI MIN.) (SG=.55) DETAIL(g) SHOWN GLAZED SHOWN WITH PANEL (SIDE VIEW) (SIDE VIEW) 4.4 TYPE T 00.375'BOLT O SUIT VI �� 00.375'BOLT TYPE TO SUIT s SPA m II.oD' SUBSTRATE i SUBSTRA 8 SEE DETAIL C 2 SEE NOTE 4. SEE DETAIL p ENA-U ANCHOR WELD-IN LOCK-IN I ttrmo.` 2 n NOTES: /,@ 1. WOOD STUD WALLS MUST BE DESIGNED TO MEET THE REQUIREMENTS OF THE BUILDING CODE AND MUST CARRY320#/FT LOAD AND TO BE REMEWED'BY BUILDING OFFICIAL, 5,751 ROM. 2. NUMBER OF ANCHORS FOR VARIOUS OPENING HEIGHTS IS LIMITED BY MAXIMUM ON CENTER DISTANCE BETWEEN ANCHORS,.SHOWN ON THIS SHEET. MAK M, , Mnx 3, SEAL ALL JOINTS WHERE FRAME MEETS SUBSTRATE WITH BUTYL RUBBER OR 100q O MAX SILICONE CAULK 4• d 4. INSTALL THRESHOLD INTO BEAD OF BUTYL RUBBER OR 100%SIUCONE CAULK FULL TYP. LENGTH OF SILL THRESHOLD ANCHORED WITH I BEND RADIUS 1/4" X 1-3/4" ITW BUILDEX/REO HEAD EXTERIOR 5 SCHLAGE LOCK COMPANY, LLC STEMANUFACTURING LCICATIONI AFT TAPCONS OR #14 X 1-3/4" WOOD EXTERIOR 11839 N, PENNSYLVANIA STREET 9017 BLUE SCREWS 7) PLACES OUTSWING DOOR SILL INSTALLATION 9017 DLUE ASH ROAD ( (TYPICAL)DETAIL"TH' -- - CARMEL, IN 46032 e CINCINNATI, OH 45242 THIRD ANGLE PROJECTION TITLE I 1/4"K 1-3/4° BRAUN DATE ! ' Sam S.sl ITV/BUILDER/REDHEAD WD00 SILL UP 02.25.03ANCHOR DETAILS / MOUNTING CONDITIONS TAPCON OR //14 X T-3/4"WOOD --�; 1.25"MIN• EDGE DISTANCE CHECKED SCREW 1.25 MIN. (E.D.)INTO WOOD(SG-.55) A{, uvED s zE FLnr REV EMBEDMENT 2.5"MIN.EDGE DISTANCE DMG N0, DETAIL'TH' (E.D,)INTO CONCRETE 975W SHEET 12 OF 19 I SILL INSTALLATION SIDE VIEW (3KSI MIN.) E APPVL WOOD OR CONCRETE S`pL NTS AUTUCAD ;. S c 1 T c S FXISTINr WA L IAMB ANCHOR WITH `\ ,- Q R E V I 0 N Lac cCREW INTO WOOD STUD WALL L"u'MIN L5"MIN :�� Lpji DESCRIPTION DATE APPROVED 0. g• EDGE EDGE S•'• _ H03 1 DISTANCE DISTANCE MA14 I'-r I-Mfnx.-� F }"I lanx. 377 B� APPROVAL DWG YMF 01/06/05 b•MAX 8 J•Mw. ��� >}D„ REVISED DWG JPD 08/30/13 II.J•o.a WEL rMINIMUM F'`' REVISED DWG JPD 03/11/15It3'Oa MAX 1AuwoN t O 0 �� s ••.,....�• \� REVISED DWG JPD 05/05/15 I1.J'0.0.MAx. M DOOR ANCHOR G aoSJAM© 72OPENING Typ. ° 3"SCREW TH ���Y � MY�� G EOR CHANGE SIM 10/15/1711.3'0._MA. �`!JAMB JAMB dT H REVISED DWG JPD 07/27/18 DETAIL 11.3'0.0.MAY. EXT ° PRODUCT RENEWED I1.saa MAX as com 1 ing with tho Florida I ADDRESS UPDATE SM 02/27/20 II.Y0.F 6IAX HD3 ^ FRAME HEAD SECTION ANCHOR Bulltling Coda DETAIL INTO WOOD (2) 2X SG=,55) NoA-No. 20-0310.01 i1.J'0.0.Flax. AL REFER TO SILL ANCHOR SILL SHOWN WITH GLAZING - SIDE VIE\JExpiration Data05/05/2025 INSTALLATION OeT L C n.J"a Wax. DETAIL•tH' By I5L"71•L�,"1. s'MAxT'- _ _ g• Nium"ode Product Control MULLION ANCF 00.375"WITH 2" MIN. SEE DETAIL EMBEDMENT: POWERS POWER ^ EXT O EXT 'HILTI POWERS SOK BOLT CH HILTI HLC-FPI SLEEVE ANCHOR, \\ $ OR SIMPSON STRONG TIE 00.375'191H 2•MIN. 0 O O 0 SLEEVE-ALL ANCHOR INTO EMBEDMENT.POWERS CONCRETE(3.0 KSI MIN.) POWER BOLT,POWERS 90,375"l.Ao tA•MIN Y IAN. LAO SCREW OR LOX BOLT AS,MITI 2"MIN. J'LAIN. 3/5'DIA. ILC-rPI1 SLEEVE �7 °' EMBEDMENT SCREW WITH DISTANCE Y!/J'MIN. 3/8°LAG BOLT ANCHOR,OR SIMPSON MINIMUM 3" ! O EMBEDMENT INTO(2)2X WOOD SLEEVE-ALL TIIE '��. EMBEDMENT SILL(SG-.55) •.: :' ,•� .: MIN.3000 Pal A°• 15"MON 1.b'MIN CONCRETE 3.125"MIM. 3.125"MIN.I� EDGE EDGE EDGE= EDGE DISTANCE DISTANCE DISTANCE DISTANCE IED EN EXT 3.5'MIN. SIDELITE SILL ANCHOR SIDELITE SILL ANCHOR DISTANCE SHIM SPACE EXT © ©DETAIL INTO WOOD 1/4'IAA7(. MINIMUM 3.126" DETAIL INTO CONCRETE oETAIL® EDGE DISTANCE (3.OKSI MIN.) (SG=.55) MULLION BASE ANCHOR ® SHOWN GLAZED SHOWN WITH PANEL DETAIL (SIDE VIEW) (SIDE VIEW) I 90.375'BOLT - 90.376"BOLT TYPE TO SUIT T SUBSTRATE 10 SUIT' $ 0 BPA O 11.00' SUBSTRATE SEE NOTE 4. SEE DETAIL© EMA-U ANCHOR WELD-IN LOCK-IN SEE DETAIL C 2 l2 NOTES: M — 3 Typ. 1. WOOD STUD WALLS MUST BE DESIGNED TO MEET THE REQUIREMENTS OF THE BUILDING CODE AND MUST CARRY320#/FT LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. —r 2, NUMBER OF ANCHORS FOR VARIOUS OPENING HEIGHTS IS LIMITED BY MAXIMUM ON 57tr IMM. CENTER DISTANCE BETWEEN ANCHORS, SHOWN ON THIS SHEET. _ 3. SEAL ALL JOINTS WHERE FRAME MEETS SUBSTRATE WITH BUM RUBBER OR 100% a 146L. " 1A'X SILICONE CAULK ! M1Ax. 4. INSTALL THRESHOLD INTO BEAD OF BUTYL RUBBER OR 1009 SILICONE CAULK FULL ! 3 4' LENGTH OF SILL I THRESHOLD ANCHORED WITH irP BEND RADIUS 1/4" X 1-3/4" ITW BUILDEX/RED HEAD EXTERIOR SCHLAGE LOCK COMPANY, LLC STEELCRAFTING LOCATION, TAPCONS OR #14 X 1-3/4" WOOD EXTERIOR 11819 N. PENNSYLVANIA STREET 9017 BLUE ASH ROAD SCREWS(7) PLACES OUTSWING DOOR SILL INSTALLATION --�- CARMEL, IN 46032 CINCINNATI, DH 45242 (TYPICAL)DETAIL"TH' THIRD ANGLE PRIIJEC71CH TITLE STEELCRAFT H SERIES SINGLE AND DOUBLE LOUNS WIIH TRANSOM&SIVELZIE FRARE 1/4"X 1-3/4" FRAVN DATE I ITW BUILDER/REDHEAD c13NCRETE DR {�A,rT ANCHOR DETAILS / MOUNTING CONDITIONS TAPCON OR VOOD SILL 1 mr, 02,25.03 #14 X 1-3/4"WOOD ,B, 1.25"MIN. EDGE DISTANCE CHECKED SCREW 1,25 MIN. (E.D.)INTO WOOD (SG-,55) EMBEDMENT 2.5" MIN. EDGE DISTANCE A PRO D OC DETAIL'TH' (E.D.)INTO CONCRETE 975W SHEET 13 OF 19 j SILL INSTALLATION BIDE VIEW (39SI MIN.) ENO APPVL WOOD OR CONCRETE Scan NTS1 AUT❑CAD 1.5'MIN 1.51 MIN R E V I S I 0 N S EDGEEDGE O STEEEI SIUD JAMB ANCHOR 1.5'MIN f.a'MIN DISTANCE �� ISTANCE LTR DESCRIPTION DATE APPROVED G" 0, EDGE EDGE 00.379"NUT (I� HD3ORHD4 DISTANCE DISTANCE &WASHER B APPROVAL DWG YMF 01/06/05 �-1 CENTER - .. '-� �.IAX, �• 3°MIN (g)2x(sa„,5g) D REVISED DWG JPD 09!30113 sH+H srncE E REVISED AWG JPD 03/11/15 16'0.G MAX. IAULUON O O 114't}AX. TEEL C-CHANNEL F REVISED DWG JPD 05/05/15 J Q.OF P0.375'WO I-,1 ffN.1!4'THICK 15'o.C.MAX. OPENING TANCHORTP _ 17• SCREW WITH = • ASiH-2GKn1 G EOR CHANGE SIM 10/15/17 REVISED DWG JPD 07/27/10 JAMB 7VW X 04'11 EMBEDMENT MINIMUM 3" EXT SAE J420 GRADE i, ANCHOR MD 36 KSI ti DETAIL G fWMC.MAX. EXT ® • Fu 60 KSI AND aft DETAIL HDA - FRAME HEAD SECTION ANCHOR i ADDRESS UPDATE SM 02!27/20 fsac.uix HD4 FRAME HEAD SECTION ANCHD$_ "iT_ DETAIL INTO WOOD (2) 2X (SG=S5) DETAIL STEEL C-CHANNEL atS st SHOWN WITH GLAZING- SIDE VIEW MIN, 1/4' ASTM-36Ks1 " IB'QC.MAX. m1k. REFER TD SILL 0i7°1Qc FOR LAG SCREW TO WOOD ONLY SUBSTRATE A7 SHOWN WITH GLAZING - SIDE VIEW DET o INSTALLATION HEAD, FOLLOW ANCHOR PATTERN AND QUANTITY W MAX. oETAIL"711" IN DETAIL D, SHEET 13' EXT o EXT .00.375"WITH 2" $ l8 M MIN. EMBEDMENT s BASE ANCHOR POWERS POWER BOLT, aax75 MM 2 em+. O 0 0 fl' BASE ANCHOR ML�L. A.NICH.11 SEE DETAIL A HILTI KWIK BOLT 3, EMDEOMENT,POWERS SEE DETAIL A POnER BOLT,POWERS , SEE DETAIL B (2)2X(SP«.5S) SHIM SPACE SIMPSON STRONG TIE LOK DOLT AS,HULA 2"MN4. 00.375°LAG F-ff4'MAX, SLEEVE-ACL, CONCRETE HLG-Ff'tt SLEEVE .'�'. '. '• EMBEDMENT SCREW WITH N 175 ,Q12 x.75 OR a SMS PD.375"BOLT / ANCHOR FASTENING SYSTEMS ANCHOR OR SMPSON MINIMUM 3" GRADE 5 SMS (21 P N0CHOR SAE JOD. CRAPE f. SLEEVE ANCHOR INTO STRONG TIE .' +: :'�r' EMBEDMENT (2)PER AHcuoR yy Fr m xB Ksf Atm CONCRETE(27KSI MIN.) MIN.30Ao Pel ,..'•,a.`4`• L5"MIN 1.EDGE EDGEN 735 KSI FV«5O NSit (� OR 4.75'MD1 )EXT 00.375"NUT• _ 3 W LAG BOLT CONCRETE 3.125 MIN. 3,725"MN.75'MM O EDGE &NAS / ^- EDGE•— EDCEDISTANCE OtBTANCE E ^^11 MTD (2) 2X WOODP'SrANGE_L_, DISTANCE OtSTANCE 15TANCEL SILL(SG-.55)x5 MIN. �ySIDELITE SLL ANCHOR O EXT EXT MINIMUM 3,125' EXT DETAII I SILL ANCHOR @ DETAIL INTO WOOD 1.29'MlN DETAIL INTO CONCRETE EDGE. EDGE DIsrANCE 3.01(SI MiN. (SG=.55 STEEL C-CHANNO• STEEL C-CHANNEL DISTANCE STEEL C-CHANNEL MULLION BASE ANCHOR MIN.1/4"TM IDN•1/4•THICK MINI 1/4"TNia( SHOWN GLAZED SHOWN WITH PANEL As _ssxa ASTM-30Kai A$TM-30Rd DETAIL QB (SIDE VIEW) (SIDE VIEW) STEEL STUD ANCHOR STEEL STUD OR UNIVERSAL ANCHOR STEEL C-CHANNEL STUD WELD-in OR LOCK-IN (LOCK-IN OR WELD-IN) BOLTED INSTALLATION STEEL C-CHANNEL STUD WALLS DETAIL@H 00.370" WITH 2"MIN. DETAIL@ SEE NOTE II 00.375"BOLT EMBEDMENT: POWERS B POWER TYPE TO SUIT BOLT,POWERS SOK BOLT A5, TYPE T"BOLT HILTI HPCON S SLEEVE ANCHOR, ENA-u ANCHOR WELD-IN toEK-IN TYPE W SUIT B 0 SPA o 11.00' SUBSTRATE OR SIMPSON STRONG TIE SUBSTRA EE NOTE 4. SEE DETAIL© SLEEVE-ALL ANCHOR INTO SEE DETAIL G 2 -.. N >` Q' 3 OR CONCRETE(3.0 KS MIN.) 1{{11f{S F, It/", ' 3/A°LAO BOLT �.� a ---I- 3.25'NIH. •a, INTO(2)2X WOOD PRODUCT RENEWED ` Q-'� •• arb"NWI. IV SILL(SG-.55) as eomplylnp with the Florida -_L MINIMUM 3.125" EXT Building Code S" EDGE DISTANCE NIDA-No. "20-0,''70.0.1 �'71• 8. MAXs• td4uL. E+AX JAMB BASE ANCHOR Expiration D•te05(85/2025 O WI (WELDED OR ADJUSTABLE) = 70 3 T4' DETAIL A By E st-7 THRESHOLD ANCHORED N7TH 7 GI Miami-Dade 1/4" X 1-3/4"'ITW BUILDEX/RED HEAD EXTERIOR 1 ! TAPCONS OR #14 X 1-3/4 WOOD pu7svnNG DooR sttt+NSTALLATION SEND RADIUS MANUFACTURIN L G TION1 I SCREWS(7) PLACES (TYPICAL)DETAIL"IN' EXTERIOR SCHLAGE LOCK COMPANY, LLC STEELCRAFT NOTES: 11819 N. PENNSYLVANIA'STREET 9017 BLUE'ASH ROAD 1. STEEL STUD WALLS MUST BE DESIGNED TO MEET.THE -- - CARMEL, IN 46038 CINCINNATI, OH 45242 REQUIREMENTS OF THE BUILDING GODS AND MUST CARRY320#/FT T J4"X i-3/4" TMRD ANGLE E PRa EDnON mE LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. ITW BUILOEX/REDHEAD CONCRETE OR nRAVN GATE ANCHOR DETAILS / MOUNTING CONDITIONS 2. NUMBER OF ANCHORS FOR VARIOUS OPENING HEIGHTS 1S TAPCON OR WOOD SILL YMP azzsas LIMITED BY MAXIMUM'ON CENTER DISTANCE BETWEEN ANCHORS; #14 X 1-3/4"WOOD 1.25"MIN. EDGE DISTANCE CHECKED SHOWN ON THIS SHEET. SCREW 1.25 MIN, (EXQ INTO WOOD(SG-.55) 3, SEAL ALL JOINTS WHERE FRAME.MEETS SUBSTRATE WITH BUTYL EMBEDMENT 2.5"MIN. EDGE DISTANCE APPROVE Lar aG N, REv RUBBER OR 1009 SILICONE CAULK DTI 'TH' (ED.)INTO CONCRETE 975W' SHEET 14 O 1 I 4. INSTALL THRESHOLD INTO BEAD OF BUTYL RUBBER OR 100% SiCLiNSTALLATIONSiDEV1EW (3KSI MSN,) enc APPVL SILICONE CAULK FULL LENGTH OF SILL WOOD OR CONCRETE SCALE' NTS I AUTOCAD 4X #425 SEX BOLTS R E V I S I O N S (DEVICE THRU BOLTED WITH (4) X JP25 SEXBOLTS (MOUNTED 110-24 MACHINE SCREWS ON OPPOSITE DOOR FACE) FASTEN LTR DESCRIPTION DATE APPROVED 0PTIONAL) TOP AND BOTTOM LATCHES TODOOR D APPROVAL DWG JPD 08/30/13 AUX. LATCH268STRIKE (MOUNTED WITH (7) #1/4-20 MS) E REVISED JPD 03/11/15 STAINLESS STEEL) TE gqM7� 299E TOP STRIKE (STEEL) G EOR CHANGE SIM 10/15/17 10-24 SIVIS CROSSBAR LATCH�BOLTY WI0, 00 PSI MOUNTED WITH Fy)MIN,-120 KSI 11 1 REVISED DWG JPD 07/27/18 CENTERCASE, 1Q(J I ADDRESS UPDATE SM 02/27/20 TOP LATCH STR ITOP ROD VONDIJPRIN 88-F RIM DEVICE MULLION 9 ,, MECHANISM CASE (SEE SHEET 2CENTERCASE .y ) ��(.�,` d"v 4X /425 SEX BOLTS `. DEVICE CENTERCASE 338 TOP STRIKE #10-24 MS (DEVCE THRU BOLTED WITH 1, THRUBOLTED TO I r- (2)� MECHANISM CASE ` 10-24 MACHINE SCREWS) PUSHBAR EXTERIOR pp OPTIONAL) TRIM NOT SHOWN) AUX. LATCH WITH �4) 310-24 MS TOP LATCH 9KIA STRIKE TOP ROD ❑ f/. .UNTESSMSEEL) } UNTED WITH BOTTOM ROD TOUCHBAR 10 /,,10-24 MECHANISM CASE 120,000 SI BOTTOM LATCH CENTERCASE 338 STRIKE A CENTERCASELATCH STRIKE 304L BOTTOM o DEVICE CENTERCASE STRIKE (STEEL) a THRUSOLTED TO s: EXTERIOR TRIM { GROUTED INTO FLOOR PUSHBAR NOT SH01YN)WITH "b SqE�l (SEE SHEET 3) (4)p10-24 Ms VON DUPRIN 98/99 & 98/99-F RIM DEVICE MULLION ' i'r '? (SEE SHEET y' VON DUPRIN 98/9927 & 98/9927-F BOTTOM ROD SURFACE VERTICAL ROD DEVICE Q10-24 MS BOTTOM LATCH y� (2)EA, NOTES: ' A 1.FIRE RATING IS NOT PART OF THIS APPROVAL AND SHOULD BE REVIEWED OP STRIKE AND APPROVED BY THE BUILDING OFFICIAL HAVING JURISDICTION. �n7 385A OR 3D4L U. u ♦ BOTTOM STRIKE(STEEL) 2.NO PANIC'EXITHARDWAREHAS BEEN TE37EDWITH THE LATCH"DOGGED" GROUTED INTO FLOOR 1$ 49— IN THE RETRACTED POSITION. (SEE SHEET 3) TOP LATCH TOP ROD 338 STRIKE 3.APPLICABLE EGRESS RECIUIREMENTS OF PANIC EXIT DEVICES TO BE VON DUPRIN 98/9947-F & HH 98/9947 REVIEWED BY THE BUILDING OFFICIAL DEVICES WITH 2-3/4" BACKSET MECHANISM CAS CONCEALED VERTICAL ROD DEVICE CEHTERcgsE PRODUCT RENEWED mo comp) ng with tho Florida DEVICE CENTERCASE TRUBOLTED Eullding odo NOTES: ' TO EXTERIOR TRIM(NOT NDA-No. 20-0310.01 1.ELECTRICAL FUNCTIONSANSTALLATON AND FIRE RATINGS ARE NOT PART OF THIS APPROVAL SHOWN)WITH VIS 010-24 Expiration Dnt005/0512025 AND TO BE REVIEWED AND APPROVED BY BUILDING OFFICIAL HAVING JURISDICTION. PUSHBAR MACHINE(CRESTS P 2,EXIT HARDWARE OPTIONS: Ih By 1'"7 I L/+�.1, FOR 98199 SERIES-FUNCTIONS 13,RX,LX,SS,EL,QEL,CX,F;TRIM:ALL APPLICABLE TRIMS ' LJ MIamHDado Product Control AVAILABLE. FOR 88-F SERIES-FUNCTION E;TRIM:ALL APPLICABLE TRIMS AVAILABLE.PN MODEL OFFERED. i BOTTOM ROD FOR 33/35-F SERIES-FUNCTIONS RX,LX,EL,SS;TRIM:ALL APPLICABLE TRIMS AVAILABLE — `% uFt�Ow/'''' BEND RADIUS SCHLAGE LOCK COMPANY, LLC MANUFSTEELCAAFT CTURING LOCATION: D BOTTOM LATCH 11819 N. PENNSYLVANIA STREET 9017 BLUE ASH ROAD I �RIF3. D �� _ '. _ CARMEL, IN 4G032 MECHANISM CASE n 3BSA OR 304L F% O CINCINNATI, OH 45242 j (BOTTOM STRIKE 3778 THIRD ANGLE PR OJEC11ON nnE r ATE MUTED INTO FLOOR TE Of aJPD D2M/I: EXIT DEVICE OPTIONS (SEE SHEET 3) r .• C VON DUPRIN 33/3547A-F & HH33/3547A $y. CO \a� APPAOYEO SDE FLAT aev 3S SA 1. FEATURES SMOOTH DEVICES WITH 2-3/4" BACKSET ���q"tY(Jxa�4p>` °°, �' �•� g75W SHEET 15 OF 'I9 MEGiANISMCASE CONCEALED VERTICAL ROD .DEVICE rsee�'cIar,. NTS AUTOCAD TABLE 44 NON WATER RATED PERIMETER BEAL HARDWARE-ZERO INTL THRESHOLDS TABLE 4.2 NON WATER RATED PERIMETER SEAL HARDWARE-NGP THRESHOLD 950 R E V I S I 0 N S NSOPA9101:uRianO;h 0125 ITEM MODEL Nod BRICONE,VOIYL OR NEOPRENE LTR DESCRIPTION DATE APPROVED- ITEM MODELNo,J r ) UMBER DESCRIPTIDN MFG. BUMPER(1,01.Mth)� I•D.D7B I p APPROVAL DHG JDP 103/$1/15 NUMBER DESCRIPTION MFG. ro.2S exr t ,_� OSO 10e$ EXT (O�r -{—tee— 12A 666 THRESHOLD ZERO INTL c.---- '^-�l_..T. 128 060 THRESHOLD NGP --;�.�----L �,�„•� 0 g EJ).R CHANGE Lt4S 00/2ilI6 12 120 85 THRESHOLD ZEROINTL r 5.00 --� 4A PS074DOOR SEAL�-STEELCRAFT 'T- 5.00 I- 11 RCVSSCD gHO JPD O71E7n0 /•� zERD INTL 088 SER1ES-THRESHOLD FAS-SEAL SWEEP STEELCRAFT f(.SAI MAXIMUM DESIGN PRESSURE W.OG PSP - NATIONAL DESIGN 050SERIESTHRESHOLD I ADDR£5S UPDAT£ SM D2l27/20 14A P8074 DOOR SEAL STEELCRAFT S�JJ SEE SHEETI 1% END CHANNEL STEELCRAFT t2B MAXIMUM DESIGN PRESSURE+M00 PSI BILtCOt7E(iG(vYpo_�9�1 (SEE SHEET I) 14B 1005 DOOR SEAL ZERO INTI I-O.2S EXT I0 FLExIGLE ooeT•14 140 11TS DOOR SEAL ZERO INTL NG SO THRESHOLD BASKETING SYSTEM SEMIRIGID AO14D 81445 DOOR SEAL ZERO INTL 5a� REQUI MENTS WHEN WATER MFILTRATION IS 14E 8160SDOORSEAL ZEROINTL ZEROUMLOSBERIEBTHnesHOLD NOT REQUIRED. atz4 l—o.ao•--- +�'-•• tMXIMUM 081SON PRESSURE 41.00 PSF 76 FAB SWEEP STEELCRAFT 120 SEE BHEerf MAXIMUM SIGN PRESSURE RATING 80 PSF FOR PS-074 tfi END CHANNEL STEELCRAFT MAXI UM DOOR SIZE OF 3'.p"X T.0" 14A SOI OR SEAL 16 END CNANUEL ZERO INTL 666 AND 66 THRESHOLD GASKETING -a9) I OI a asL SYSTEM REQUIREMENTS WHEN WATER t09- Las- NQ S INFILTRATION IS NOT REQUIRED m uc Moa z MAXIMUM DESIGN PRESSURE RATING 60 PSFRL&xmLe FOR MAXIMUM DOOR SIZE OF T-0"X 7'•0" g, o, 14A -� c GEMIPIGIO 4D' fE9 DIOTR p) ocei(._014 "40. AO FRAMEHAD )5 FAS•BERL POOR SWEEP 14 P8-0T4 DOOR SEAL 0 I4A STEELCRAFT )4B POORSEAL C DOOR8IEAL ILI TOP OP DOOR FRAME HEAD °'i°• -.,J —O.api• SINGLE DOORS:NON WATER RATED THRESHOLD OPTIONS 10 9�1 � ata• � A88' O.it• k0a-..{� 1,88• F.XTER10: PRODUCT RENEWED 2ER00144D SERO 01403 DOOR t as cam tytRp with the Florida 14D DOORBEAL 14E DOOR SEAL t8 EHDCHANNEL BulldlnB llodI 3.E1 NDA-No. 20-0310.01 _ F _ EXTERIOR a9i�-119_ 13'g�1 a9) So 11m I Expiration 0.1,05/06/2025 —.� Popp e£pilpl g� sac NatL p. By IS1+•71•L/„J. NIIoIA ■df Pr0dioal Con Rol �W/ -i OmRtz �blp a) I I 1 I1FT 1$ Ynn!! I5 .FAS•SEALD)OR BWEEP CA IG NOTES: �,`�/4�'�••• '•,r�l,�.' j SEE 18 ig , 1.3LOTLOCATIONS ITEM 816 MAY VARY WITH DIFFERENT DOOR WIDTH. 0 t.1 +--- 0 L NOTE 8 1S SEEH 2,DOOR SWEEP(16)RIGID SECTION IS MADE OF PRO-FAX OPO.190 POLYPROPYLENE �• �••' Rj OTE0 HOMOPOLYMER, - 37 g O 3,DOOR SWEEP(15)FLEXIBLE SECTION IS MADE OF SANTOPRENE 8101-73 CAU18 Oa7S•n®R OJD[D11EN I 4.FAS SEAL DOOR 6WEEP(16),DOORSCAL(14A,140,14C,14D,14E)AND TtiRESHOLD E OF * - SEECAULK SEE EXT' INT• E% INT. CLEARANCE C.D. E.D. I 112A•126,120)AS APPLICABLE,ARE REQUIRED FORALL INSTALLATIONS. 4” NOT12 Ida'ISN.LOC&D5TN2'E ! to NOTE D 1 4'XI-3 4'T INro WOOD SAI.(SO-,R5) 6.SEAL ALL JOINTS WHERE FRAME MEETS WALL WITH BUTYL RUBBER OR 100 %•.•P �(J1,� V /14 1 Y za•fEN.TDGE D18TAIXE SILICONE CAULK �tPiO'IYut {' VIo"m Y�� { 1.20'tON�E EOxLNT/HID CONOR7E SILL 8,INSTALL THRESHOLD INTO BEAD OF BUTYL RUBBER OR 1ODV.SILICONE CAULK FULL LS'f Ro to 0370•FLOORE_O^ TYPICAL THRESHOLD SET INTD TYPICAL TNRESHOLp 6ET INTO (a X51 ION) LENOTIIOFSILL � 1 CLEPRABF.ADOFCAULKSEENOTES BEAD OF CAULK BEE NOTES DOTE OFOOORWEATHERSTRIPPING I '.L.81aTNtRE A ILL INSTALLATION1D SU.(Sp.M1,'1) I•RS•uVL O°muEln uei0ca'cm cecinµ DEND RnDlus MANUFACTURING LOCATIRN, (a IN MI.) SCHLAGE LUCK COMPANY, LLC STEELCRAFT BOTTOA OF DOOR WPAYHPASTRIPPRID aoanaw 11819 N. PENNSYLVANIA STREET HOLT BLUE ASH ROAD ; AND BILL INSTALLATION ASTMtmaoro0csn _ CARMEL, IN 46032 CINCINNATI,OH 45242 nrna°rolaao rlaa�va. - ; —.1m uro wuva 9 THIRD ANGLE PRiJJEC71ON RLD1 UYEELMWT H SERIES SINGLE AND DOODLE DOORS WITH TRANSDH 6 SIVELITE FRANC DF✓ti JBPIEDTOw aorofa N.—S i4A DRAH DATE ."UOS 14 ;'; ° YMI 05/40107 SINGLE GLAZED DOOR PERIMETER SEAL HARDWARE at 14 R'e" D+f c ecXED APPROVED WHERE WATER INFILTRATION IS MI REQUIRED I �1 MR HNP/L 0 RBnD vfl PPR ED S1ZE 'LAT STRIKEEXTERIOR 975W _ I JAMB STRI JAMB EXTERIOR ° HINOEJAMB HlNOEJAMD JPD 1WIVo7 SCALD NTS AUTOCAD 6 P 19 R E V I S I O N S TABLE 4.1 NON WATER RATED PERIMETER SEAL HARDWARE-ZERO INT'L THRESHOLDS LTR DESCRIPTION DATE APP _E11 ITEM. MODEL NoJ rRE�taaa7a4 OJL� FLCXmw 353€5 NUMBS DESCRIPTION 0,23 A APPROVAL DVG JPD 03/11/15 up. ovaT ESt(� MRO +iT' --� -`" 0.3D 3EwbpaO __ _— ..�.sa'9_ sa tws 1 B EA•R CHANGE LMS Da/21/t6 12 12C 857HRESHOLD ZEROINTL TI goo I^Ta,� s0 ! p•Da^--� aBN 0° 1 H REVISED avG JPD 07/27/18 ZERO HIPC Sae SERIES THRESHOLD �— 0.59 1AA P8074 DOOR SEAL STEELCRAFT 7 .M AXIMUMDEENGNPRE88UR€0-SOPSP Pa•n74 zcrto lDas zER01f79 kip ._ �— I ADDRESS UPDATE sM D2/27/20 SEH aHEflT1 )�} STEELCRAFT 1413 NI HIS 14C DOORSEAL l��EO 14B {SBS DOOR SEAL ZEROIN7 L eRKxmEOuroran� 14 140 1178 DOOR SEAL ZERO NT'L 0.25 EXT I Ylh� DSD - om' J 14O 81448 DOOR SEAL ZERO INTL ,,.— Fas47EALDooRaw€EP 149 8150S DOOR SEAL ZERO INTL � � a'IQTg,00 � ate t�— O QO - �-otor^ 15 16 FAS-SEAL SWEEP STEELCRAFT ZERO INT'LO58ER7ESTHRESHOLD �, 1�'�m 18 ENDCHANNEL STEELCRAFT 12C IMXIMUMDEISONPRESSUREH-SDPBP 0.M. L..-J, .eo � �R_= I -ice. 17A 328 SPLIT ASTRAGAL ZEROIN7'L BEfl DHEETt I4D SOORBaPAL 14E o oaslen. 18 DOOR t7 samNeep.n, I•DO ZERO INT'L560AND 05THRESHOLD GASHETING ENDCHANNEL ZERO3ZGSPLIT ASTRAGAL SYSTEM REQUIREMENTS WHEN WATER INFILTRATION I8 NOT REQUIRED ALL CONFIGURATIONS PRODUCT R with t<a FloridaMAXIMUM DESIGN PRESSURE RATING OOPSF• as complying C npp with the Flo MAXIMUM DOOR SIZE 3'•0"X 7'-0" INCIA-n0 Codo HIDA-No. 20-0390.01 (W-W'X T-0"PAIR) F fe Expiration DDto06lOSl2026 TOPOF DOOR By 10-71•44—k FRAMENEAD nlfarn"ado Prodaet Control to 2 na°Qv eo 00 VIM avRWu,°vaTO INTERIOR aaee fA 14 14 EXTERIOR y 1A to 54 ON: EXTERIOR INTERIOR AILSTOe ACtWE AOUYE W= It ACTNE ACSLVE arnv. aFCR 0 17 OAS o ° f7A AL7(UON. ASaNOeL HINGE JAMB EXTERIOR HINGE JAMB HINOEJAMB EXTERIOR H:NOEJAMS FOR CONFIGURATIONS:RIM EXIT DEVICE WITH HARDWARE MULLION FOR CONFIGURATIONS:SURFACE OR CONCEALED VERTICAL ROD EXIT DEVICES p `Tttflt.7t:I /// BE SEEto }2 G CAULKSFE ' ••,•E• n~ •t' /i NOTES ` .[:`,.'\, •'Q✓,. to NOTE 3 78 DOUBLE DOORS:NON WATER RATED ZERO INT L THRESHOLD OPTIONS 0375 FLI4E7 EuaEmIENr '> 'T-( CLEARANCE E.P. ED, S ITA DVNDI(A•t'Xt-J/ t 25'MOL OTTE DISTANCE TMCQ7 ON/ie NIEIt INTO MIR, AU,ISO-.a5 - s I/�•j ,�"� L2J'TAN.WD[oDWr INTO CONCRETTE SITEAIL �� Sr topppprmppp-dlha. titer" (5 T®MIN.) % Ulrp_yEdMnbioBAi 11 BOTTOMOP DOOR WEATHER07RIPPING �I p, WNNNTIAACCUUaa pL7/p AND SILL INSTALLATION A'X(,tiNMTiFJJ;+.i ST rAa c.w. ♦ ♦Twnw.�uve DENO RADIUS MANUFACTURING LOCATION- SCHLAGE LOCK COMPANY, LLC STEELCRAFT EXT. INT, 11519 N•PENNSYLVANIA STREET 9017 BLUE ASH ROAD _-Eg- CARMEL, IN 46032 CINCINNATI,CH 45242 THIRD AISLE PROJECTION TITLE,STEELCRAFT H SERFES SINGLE AND MOLE 7RUtS WITH TRARSOR&SIDELLIE FRAME TYPICALTHNESHOLDSET INTO DRAWN DATE NOTES: 8£ADOFCAULK SEE NOTE 0 YMF OnVol D12UBLE GLAZED DDDR PERIMETER SEAL ZERO INT'L HARDVARE i.SLOT LOCATIONS ITEM#16 MAY VARY WITH DIFFERENT DOOR WIDTH, CHECKED APPROVED WHERE WATER INFILTRATION IS ALL REQUIRED 2,DOOR SWEEP(1S)RIGID SECTION IH MADE OF PRO-FAX NPD-199 POLYPROPYLENE HOMOPOLYMER. 3.DOOR SYYEEP 116)FLEXIBLE SECTION IS MADE OF SANTOPRENE 6101-73 AMWU D st n c aevi A,FAS43FAL DOOR SWEEP(16),DOOR SFAL(14A,148,140,14D,14G)AND THRESHOLD(12A,12C)A6 9 7 S W APPLICABLE,ARE REQUIRED FORALL INSTALLATIONS, 0,SEAL ALL JOINTS WI HIRE FRAME MEETS WALL WITH BUTYL RUBBER OR 00%SILICONE CAULK END.ANIVL 0.INSTALL THRESHOLD INTO BEAD OF BUTYL RUBBER OR 100%SILICONE CAULK FULL LENGTH OF SILL JPD fomrot SCA - N'H'S AUTOCAA 1'aF 19 • Tr �I TABLE 4.2 NON WATER RATED PERIMETER SEAL HARDWARE-NGP THRESHOLD ITEM MODEL ND,I CONF.VINYLORNEOPALNE FLGKIDLQ-r LTR DESCRIPTION DATE APPROVED NUMBER DESCRIPTION MFG. BUMPER(fulilonpll)-\ r8� ) aoar A APPRDVALDttG JPD 03/11/15 EXT gQfAl•RIGIP 128 060 THRESHOLD NGP �' D EOR CHANGE S1N 08/21/16 ���_—� aso 0.2$ ,DQa• 14A P8074 DOOR SEAL STEELCRAFT 7-1 5.00 -T Bax H REVISED DWG JPD, 07/27/19 15 FASSEALSWEEP STEELCRAFT NATIONALOUARDD10gERIEIITHRESHOLD Lta W P8AJ4 I ADDRESS UPDATE SK 02127/20 ATAXikNM DESIGN PREgSUREti.DO P9F STEELCRAfT DDDR 16 ENDCHANNEL STEELCRAFT 126 (SEE gNEET1) 14 DDDR SEAL 16 END CHANNEL 178 197 SPLIT ASTRAGAL NGP a91-I, DAX, 1 11 NGP 050 THRESHOLD GASKETING SYSTEM 119-1—fag- az NOT I aniCoxe� REQUIREMENTS WHEN WATER INFILTRATION IS NOT REQUIRED. _ 11ORr aaa 1768,31 MAXIMUM DESIGN PRESSURE 60 PSF FOR W NGP 1378PUI ASTRAGAL MAXIMUM DOOR SIZE OF 3'•0"X7'-0" all" (0'-0"X7'-0"PAIR) FAB-OVAL DOOR SWBEP 1g ALL CONFIGURATIONS PRODUCT RENEWED 144 as comptni,with tho Florida Building$oda NOA-Nio. 20-0310A1 TOPCFOOOR ExpirationData05/0512025 fe FRAMENEAO I� ®y Ig"7 Gf.°J M1Wn)-Dido Product Conttai z vox DuraiN' - °HOO�"Dt ro w�naiw�iv WAMOR IxmPtOR �a m,wn rrtoNro f4A we 1 14 144 14 INTERIOR t4A d11T.D .r A�IT,D ACTlYE ACTIVE xix� ACTIVC RCTiVE EXTERIOR INTERIOR Imra. 178 MIT AOTRAO& li0 aXITA9TPAGAI HiNBEJALIS EXTERIOR HNGEJAMB HINOE JAMB EXTERIOR HINGE JAMB FOR CONFIGURATIONS:RIM EXIT DEVICE WITH HARDWARE MULLION FOR CONFIGURATIONS:SURFACE OR CONCEALED VERTICAL ROD EXIT DEVICES 10tttSl tt/rrr/�r CAUL 1E '.� F. SEE Ig NOTES t7B AULK GEE „���/j .•••' �i 10 NOTE 0 •., l \,� ���!, T1fgED1ffNT N 7 DOUBLE DOORS:NON WATER RATED NGP THRESHOLD OPTION 0,313- FR E.P. Co. r *y /4*4-3/+r BW I.1v 4",EDGE O ;Cf t. F a�nfopp((//ppmx0o INTO"m�(So-.n) •• 7(� TAPOR',OR/14 MN1D gLACW 2,!rMR EDGE DbTNKE I.I6'LarL a+gMUM INTO CONOREIC CAL (3 Ku 101) .4 .of BOTTOM OF DOOR WEATHEASTRIPPNO rr s mznra: ryp�It1 Sf ANOSttt INSTALLATION rJ;btu 43,Oa 74 rarcccn�i�����Tlwrctix»m 1 BEND RABBIS MANUFACTURING LOCATION, 1 Exr. INr. SCHLAGE LUCK COMPANY, LLC STEELCRAFT 11819 A PENNSYLVANIA STREET 9017 BLUE ASH ROAD CARMEL, IN 46032 CINCINNATI,DH 45242 I TYPICAL THRESHOLD SET INTO THIRD ANGLC PROtECTION TITLE-STEELCRAFT H SERIES SINGLE AND DOUBLE DBMS VITH TRANSOM 4 SIDELITE TRANS NOTES: BEAD OF CAUUT SEE NOTES 1T t T1 CND7 L SLOT LOCATIONS ITEM 7115 MAY VARY WITH DIFFERENT DOOR WIDTH. - CHECKED DOUBLE GLAZED DOOR PERIMETER NGP SEAL HARDWARE APPROVED WHERE WATER INFILTRATION IS DILL REQUIRED2.DOOR SWEEP(15)MC40 SECTION IS MADE OF PRD-PAX OPO-190 POLYPROPYLENE HOMOPOLYMER 3,DOOR SWEEP(iG)FLOUBLE SECTION IS MADE OF SANTOPRGNE 0101.73 4.PAS•SEAL DOOR SWEEP(16),DOOR SEAL(i4A)AND THRESHOLD(12B)AS APPLICABLE,ARE A PRuve SIZE T , REQUIRED FOR ALL INSTALLATIONS. 9'S T S.SEAL ALL JOINTS WHERE FRAME MEETS WALL WITH BUTYL RUBBER OR 1DOY SILICONE CAULK ENO.APPVL &INSTALL THRESHOLD INTO DEAD OF BUTYL RUBBER OR 100%SILICONE CAULK FULL LENGTH OF SILL JPD .A, E` NTS AUTOCAD E 4C of 1 R E V I S 1 0 N S STEEL BUTT HINGE LTR DESCRIPTION DATE APPRWO � 4.5" X 4.5" STD, WT. MIN, #12-24 MACHINE A APPROVAL DWGS. 03/11/15 IVES 5BB1/3CB1 SCREWS 0 EOR CHANGE SIM 10/18/17 STANLEY FBB179/CB1900 H REVISION JPD 07/27/18 HAGER 1279 0 134" MIN. LEAF THICKNESS I ADDRESS UPDATE SM 02/27/20 Fy MIN, = 36ks1 4.5" o MIN. \Y"w! \Z:/ 10.38"10.38"MAX. 2.75" MAX. ON CENTER FROM CORNER TYP, TYP, 0 0 o 7 o a (18 MIN.)12-2034"FLAT HEAD UNDERCUT SELF D$ILLING HEAVY DUTY o a SCREW DOOR LEAF CONTINUOUS HINGE 12-24 X 3/4"FLAT IVES 112HD & 224HD HEAD UNDERCUT SELF ALUMINUM 6036-T6 MIN o DRILLING SCREW FRAME LEAF QUANTITY VARIES PER HINGE .110" MIN. LEAF THICKNESS 83.5 �s LENGTH MAX. PRODUCT RENEWED Y as complying with tho Florida 00 .o m. o W * Bullding Coda "0"0, 20-0390.09 ^zd p o Expiration 11oto05/0512025 By 1;"7 1•L/""k o � Miami-gado Product Co o w'+ a 0 0 (18 MIN, #10-24 MINIMUM MACHIN�SCREW ORSELF ----28" MAX.—^-- a DRILLING EACH HINGE LEAF QUANTITY VARIES PER HINGE ANEMOSTAT SO-10 LENGTH HIGH SECURITY METAL STEEL CONTINUOUS HINGE MAX. �,o o (SEEyGLOAZINFGAME TYPE 3 IVES 600 a .075 MIN. (14GA) LEAF THICKNESS o� SUPE SH ETI XL)IN 1012 COLD ROLLED STEEL Fy IAIN. 45ksi o 0 STAINLESS STEEL CONTINUOUS HINGE IVES 700, 700CS 075" (14Go.) MIN, LEAF THICKNESS 9 NOTES- 304 OTES304 STAINLESS STEEL Fy MIN. 31ks1 1. HARDWARE INSTALLATION IS PER MANUFACTURER'S INSTRUCTIONS AS SPECIFIED tj1114111f lrttr! IN THE DRAWING. - fV" t>> BEND RADIUS MANUFACTURING LOCATION: �. SCHLAGE LACK COMPANY, LLC STEELCRAFT 11819 N, PENNSYLVANIA STREET 9017 BLUE ASH ROAD ��.' •F 't O --[ CARMEL, IN 46032 CINCINNATI, OH 45242 N 3 78 IHIRD ANGLE ROJEC ON TITLE " 7r �t 1'tDRAM DAIE HINGE OPTIONS " CONTINUOUS HINGE NOTES: 07p"n° 1. QUANTITY OF SCREWS VARIES PER HINGE LENGTH, A F cNEco� H-SERIES FG SINGLE AND 6070 pOUBLE OPENING MANUFACTURER AND MODEL NUMBER FULL GLAZED CONFIGURATION W/SIDE AND TRANSOM LITES/PANEL 2. SCREW SPACING VARIES PER HINGE LENGTH, r�' ��� JwhlaovEa sz N' MANUFACTURER AND MODEL NUMBER T DIYD its, 975W SHEET 19 OF 19 3. INSTALL HINGES PER THE MANUFACTURERS INSTALLATION tar.nn$""41ta1am E" PaTL INSTRUCTIONS AND ELEVATION SHEET 1 NOTE 3), rns sar Am ATIMin MIR NTS AUTOCAD