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HomeMy WebLinkAboutNOA; SteelCraft H Series Double Glazed Outswing Commercial Steel Door with or without Panic Exit34�dy�l�t+l`I' u WnAhII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATOR' AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) _ wwiv.miamid ade.eov/economy Scirlage Lock Company 6810 Hillsdale Court Indianapolis, IN 46250 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: SteelCraft H Series Double glazed Outswing Commercial Steel Door w/wo Panic Exit-LMI APPROVAL DOCUMENT: Drawing No IRGD07 Rev J, titled "Steeleraft H series Double outswing glazed", sheets 1 through 16 of 16, prepared by the manufacturer, dated 05-20-07 and last revised on 03/17/15, signed and sealed by Thomas Gordon, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressures, Sizes, Hardware, DLO (Day light Opening) and Water infiltration (Threshold types) limitations in sheets 1, 2, 5, 7 & 8 of the drawings. Lower design Pressure shall control the assembly. 2. See limitations of DLO (vision) for configurations 3A (V-vision) and 3B (N3, N4 & N5) in sheet 7. 3. Electrical/Electronic functions and Fire ratings are not part of this approval, such functions to be reviewed and approved by AHJ. 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. 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 #12-0305.15 (Ingersoll-Rand) and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq T. Chanda, P.E. ',A\\*') NOA No. 13-1217.15 Expiration Date: May 05, 2016 Approval Date: May 07, 2015 Page 1 Schlage Lock Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings (Submitted under file as below). 2. Drawing No IRGD07 Rev ,i, titled "Steeleraft H series Double outswing glazed", sheets 1 through 16 of 16, prepared by the manufacturer, dated 05-20-07 and last revised on 03/17/15, signed and sealed by Thomas Gordon, P.E. B. TESTS (Submitted under files #12-0305.15/ #10-0209.08/#07-0829.03) 1. Test report on 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 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 202-9.4 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 outswing steel doors w/CVC panic exit and Peep hole, marked by Element Material Technology, Test Reports No(s): ESP011623P dated May 14, 2013, signed and sealed by Jason Sheen, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94. 2) Water Resistance Test per FBC TAS 202-94 Along with marked -up drawings and installation diagram of double steel commercial doors, prepared by National Certified Testing Laboratories Inc., Test Report No. NCTL- 210-03-0514-11, dated August 31, 2004 , NCTL 210- 03-3511-1 dated 04/09/08 and NCTL 210- 03-3549-1 dated 08/26/08, all signed and sealed by Gerry Ferrara, P. E. Note: Test report No(s): NCTL210-3549-1 and NCTL-210-3511-1 have been revised by an addendum letter, issued by Lab, dated Feb. 04, 2009, signed & sealed by Gerard J. Ferrara, P. E. 4 Test report on 1) Uniform Static Air Pressure Test, Loading per TAS 202-94 2) Lange 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. I4haq I. Chanda, P.E. Product Control Examiner NOA No. 13-1217.15 Expiration Date: May 05, 2016 Approval Date: May 07, 2015 E-1 Schlage Lock Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 5. Test report on (transferred from file # 07-0829.03) 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 Ramesli Patel, P.E. Note: Test report CTLA-1035W 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. 6. Additional Reference test report No.CTLA-1107W for strap anchor qualification. C. CALCULATIONS: (Subnutted under file # 10-0209,08) 1. Anchor verification evaluation report dated 12/18/2007 and last revised on 06/18/2008, prepared, signed & sealed by Thomas Gordon., A.E. 2. Hinge Load Evaluation report dtd 01/04104, 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 6 thru 9, submitted under file # 10-0209,09) 1. Notice of Acceptance No.13-0717.01 issued to Sabic Innovative Plastics for their "Lexan© PoIycarbonate Sheet Products", expiring on July 17, 2018. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass O interlayer", expiring on 01/14/17. 3. Material composition & Flammability properties and Material Safety Data sheet of Pyrophobic P25C-60 core by Pyrophobic System LTD, dated DEC 05, 2010, issued by I, Zhvanetsky, chemical consultant. 4. Material composition & Flammability properties and Material Safety Data sheet of Calcium Silicate mineral block, issued by Marshfield Door Sys, Inc., Marshfield. WI 54449. 5. Test Report No. 12-11177, Nov 29, 2012, issued by Commercial Testing Co. for "Surface Flame spread & Smoke density Characteristics of Building material" per ASTME84-12 for "Elfoam P200", issued to Elliott Co. of Indianapolis Inc. lsha4 I. Chanda, P.E. Product Control Examiner NOA No. 13-1217.15 Expiration Date: May 05, 2016 Approval Date: May 07, 2015 E-2 SchIaae Lock Comnany NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue) 6. 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. 8. Tensile Test report No. Al03W1-Test 1, 2 & 3 dated 23 APR 03 per ASTME-8 for steel face sheet, prepared by Certified Testing laboratory, signed and sealed by Ramesh Patel, P.E. 9. Test Report No. 3094867SAT-001, April 13, 2006, issued by Intertek for "Surface Burning Characteristics of Building material" per ASTME84 and self -Ignition per ASTMI929D for "EPS", issued to Falcon Foam, a Div of Atlas Roofing, re -named as "ATLAS EPS'. F. STATEMENTS: Except items #1 thru 5, balanced items submitted under file 410-0209.09. 1. Letter of conformance to FBC 2010, dated 02/15/12 & 03/17/15, 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 SCIILAGE 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. Statement letter of conformance to FBC 2007 and no financial interest, dated FEB 03, 2010, prepared, signed and sealed by Gordon Thomas, P.E. 7. Laboratory Compliance statement issued as part of the above test reports. 8. Addendum letters dated Feb 20, 2009 for test reports Test report CTLA-1035W, issued by Certified Testing lab, signed and sealed by Ramesh Patel, P.E 9. Addendum letter elated. DEC 19, 2011, issued by Certified Testing Lab verifying wire anchors, strength of grout, stud anchor, Strike plate and MA series Mortise Lock, supplemented w/ marked -up drawings, signed and sealed by Ramesh Patel, P.E. 10. 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 G. OTHER I. This NOA revises & renews NOA #12-0305.15 (Ingersoll-Rand), expiring on 05/05/16. 2. One year conditional approval, subjected to successful verification test. 3. Request for 1-Year renewal by Schlage Company dated 03/26/15, signed by James Donlan. 4. Test proposals # 14-0252, -0254, #14-1086, #14-0254-R1 and #12-0797R approved by RER. S. Consolidation Test proposal # 06-2468, dated 04/27/07 approved by BCCO. 6. Previously consolidates NOA #(s) associated with this files are # 10-0209.08, 07-0829.05, 03- 0908.03, 04-0303.03, 05-0325,02, 08-0508.07 and 08-0715.03 7. Technical brochures of butt Hinges, continuous Hinges, Schlage & Falcon Mortise Locks, Supplied by Schlage Company (former Ingersoll-Rand). `C>% `, L�awY- Isl aq I. Chanda, P.E. 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Oleaing 61ze (DLO)•, In. Looking Hardware Description Canllguratlon Comments P.9tre Negatro Width Height Width Height Hardware Familir ModaUSede6 Strike Models Brand 0&g0(F) 299FI499F Von DtQdn lorpalm use (KR)9054 1 60 80 72 84 24 84 Rim Exit Deuce mullion by Van Duprin See Sheet 10 88-F 268 Von Drydn 0W"F) 2GOF149OF Von Duprin far we )9954 2 50 60 96 98 34.25 74.5 Film Exit Dance mullion Von uprin 68-F 268 Von "n Sea Sheet 10 3A 90 SEE NOTE 90 SEE NOTE 96 96 12 12 Rim Exit Deuce XP9819%F) 0C9f954 Von Duprin for palm use (KR)9954 mullion by Von Dupdn 3 33 3B 2 2. 4 25 Sea Sheet 10 5 20 209EA99F top, Surface Vertical W9927(FF) 3D4U284L4 Von Dupdn 4 80 60 72 84 24 64 Rod Exit DeNoe Bolt— 376E Top, Falcon ............. .... _ ... (F)2SV 2130 8oltom W9947-F 338Bollom� Van Dlgdn Concealed 33/3547A-F 338 Bolt. 3 Van Duprin 5 60 60 72 84 24 64 Vertical Rod Exit Deuce F-25C 41188 Top, Felcan 2130 Bottom Three-point 299FI499F T op/Middle, for Pairs use (KR)9954 e 80 80 72 84 24 84 Letchlrg DeuceU24�4 9819957(F) Van Duprin mullion by Von Ouprrn Bodam Sea Sheet 10 299PI499F 7 60 60 38 84 24 64 lhae-Pohl 9111I8957(F) Tep/mI3ddle, Von Duprin NOTE 3 Latching DBNCO 04V2 04U248L4 Boltom 2D9F/499F 8 50 50 96 08 34.25 74.5 Three-Polnl Latching Deuce 9819957(F) Top/Midc0o, 304L/24OL4 Vary Duprn Bottom 299F/49DF 9 60 50 48 98 34.25 74.5 ThmaPolnl Latching Deuce 8819957{F) Top/Midale 3O4L/248L4 Van Duprin NOTE 3 Bolton ULVOWWAD MS 10-072 B.Nage FuMUon w/o aZd t. 314" min throw latch Func6cnwah deadboit, ULV9400/AD MD 10472 Schiage 314" min. throw latch & 10 50 50 go g8 34.25 74.5 Marti- Lock 1" min throw bolt function With of without M ANSI Falcon deadboll, 3/4" min. throw latch & 1" min. throw bolt ifs licablo 11 50 50 98 96 34.25 74.5 Cylindrical Lock DMD CYL 1M25 Soilage 112" throw latch 5 ANSI Falcon 1Y2" throw latch .... .... .. .... _....._ . .. _..___.___.__ -. -.__.__. .. _._ __..._ _. _..._.._ -"I ..-__...... .. .._...... .._-__-......... ..... ...__ .. .. .. .-- _-_... _ . ._. __.._.._. ...... TABLE 1. NOTES: THIRD 1. SEE SHEETS 9, 10, 11 & 12 FOR LOCKING HARDWARE. FOR DOOR CONFIGURATIONS 10 & 11 INACTIVE LEAF REQUIRES IVES S8360 DRAWN YMF SURFACE BOLT TOP AND BOTTOM, CHECKED 2. DOOR CONFIGURATIONS 3A & 3B ARE RATED FOR MAXIMUM DESIGN PRESSURE UP TO +75 PSF WHEN WATER INFILTRATION REQUIREMENT IS NEEDED, AND t90 PSF WHEN WATER INFILTRATION REQUIREMENT IS NOT NEEDED. APPROVED 3. DOOR CONFIGURATIONS 7 & 9 ARE FOR USE ON TWO DOORS WITH FIXED HOLLOW METAL MULLION. 4. • DLO - DAYLIGHT OPENING, SAME AS EXPOSED GLASS OR FINISHED OPENING. SEE SHEETS 7 & -8 FOR GLAZING TYPES, DETAILS AND ENE APPt LIMITATIONS JPD \``tt111111111!//// 467Z� Non Th mas, E. Dojo* 9 wossom Court t �` .Ot$iIlOd9,._ VAOV 11111111tt DESCRIPTION APPROVAL DWG YMF REVISED DWG RAP REVISED DWG RAP REVISED DWG YMF REVISED PER_MDDCCO YMF REVISED PER_MFR YMF REVISED PER_MB➢CC13 YMF REVISED NAME JPD REVISED DWG JPD NS 1 DATE APPROVED I PRODUCT itZMf68D n complylns whY lite R)dt1/o Bindle¢ Code 4ewplanor No Z -16_ Eapinllun MkuY Dade SCHLAGE LOCK COMPANY, LLC MANUFACTURING FACILITYi 6B10 HILLSDALE COURT STEELCRAFT INDIANAPOLIS, IN 46250 9017 BLUE ASH ROAD }' CINCINNATI, OH 45242 1ECTIm1 TITLD STEELCRAFT H SERIES DOUBLE DUTSVING GLAZED COMPERCAL STEEL DDGRS VITH AND DATE VITHDUT PANIC EXIT DEVICES COMM GLASS OUTSWING DOORS AND HARDWARE CONFIGURATIONS COMMERCIAL DOOR OPENING DOUBLE GLASS DOORS. �IKDI�7�1V1„a, STALE NTS AUTOCAD OF 16 SEE NOTE 2. ----- INSTALL Ll3T inn® E m 0 TONIGHT sNroRlc I rr � �p a K r Oo� I I V�� K. FRAME WIDTH-76' OR 10D'- IMUM DOOR WIDTH a 7r OR SO - ,SEE TABLE 1 ON SHEET 2) C I I B MAX DIPOSED 3IALNO HEIGHT (r SHEET \I 5 'GET., 5HEET2 // 4.00' MAX ;EENOTEB. Ir W CL OF XINGE 07 GA. �� e DOOR HINGE REINFORCEMENT e • i-� TOP L IT TN -_ - ) OOIX TYP. OUTSWING DOOR (EXTERIOR VIEW) ALL DIMENSIONS TYPICAL. UNLESS SPECIFIED OTHERWISE CL OF HINGE e Q7 GA. o oa FRAME HINGE REINFORCEMENT CL OF HINGE CL OF HINGE OPTIONS SHEET 16 B I.00' VAX o o. 2 INTERIOR SEE NOTE 7. SEE DETAB 'C 3ro ( 10 SEE SHT 5 575' NON EXTERIOR 2 EE SHT 5 3 1/CO4" X 1-3/4" 1/4' X 1-3/4" APN OR TAPCON OR EXTERIOR #10 X 1-3/4' WOO X 1-3/4" TYPICAL I INSTALLATION (SEE SML51I WOOD SCREW D WOOD SCREW 1.25 MIN. 5' MIN. E.D. WOOD (9) PLACES EMBEDMENT 2. 5' E.D. CONCRETE NOTES: SILLDETAIL (SIB VI W) WOOD OR CONCRETE SILL 1. ONE ROW OF PS074 WEATHERSTRIPPING PER JAMB AND HEAD. INSTALL PER SHT. 5. E.D.-EDGE DISTANCE 2. ANCHOR REQUIREMENTS: SEE SHEET 4 FOR APPROVED ANCHORS AND INSTALLATION 3. HINGE REQUIREMENTS: 4.5' STD Wi. MIN. FOR DOOR OPENING UP TO 90' HIGH - MIN (3) HINGES PRUOU(.T!(I(VMICD FOR DOOR OPENING OVER 90' - 96- HIGH - MIN (4) HINGES o..Pl)bgMjib A. Flo" STD LOCATIONS: 9.75' FROM RABBET IN HEAD TO CL OF TOP HINGE Boldly Cole 10.35' FROM FLOOR TO CL OF BOTTOM HINGE, EQUALLY 4eestllm me I Z SPACED IN BETWEEN. HINGE LOCATIONS MAY VARY, MAX SPACING I.Pl lt-OIM DO NOT EXCEED 35.5' APPROVED CONTINUOUS HINGE MODELS IVES 112 HD, 224HO, 600. 700, 70DCS MARKAR FM-300, HG-305, STANELY 661HD, HAGER 780-224HD, 790-900, SELECT SLI1HD, ABH A5OO, A24OHD. 5 4. SEE SHEET 2 TABLE 1 FOR AVAILABLE STANDARD OPENING SIZES AND SPECIFICATIONS. 12 gn. LOKSIDE 5. HARDWARE INSTALLATION AS PER MANUFACTURER'S INSTRUCTIONS. REINFERCING G. 4' FACE HEAD IS AVAILABLE FOR FRAMES. CHANNEL 7. APPLY CAULK AS NEEDED. 8. WEATERSTRIPPING SEE SHT 05. 9. SEE SHEET 13 FOR SECTION A -A, SEE SHEET 14 FOR SECTIONS B-B AND C-C. 10. INSTALL REINFORCEMENT CHANNELS (ITEM #20) AROUND EACH UTE-CUTOUT. 11. ELECTRICAL INSTALLATION AND FIRE RATINGS ARE UNDER SEPARATE APPROVAL AND MUST BE RENEWED BY CORRESPONDING AUTHORITY. TO SUIT 0 R HEIGHT 12. OPTIONAL POWER TRANSFERS, AND/OR -SIGNAL SWITCH' MAY BE USED AS ALLOWED BY CODE AND IT DOES NOT EFFECT THE MECHANICAL PROPERTIES OF EXIT DEVICE AND/OR INHIBIT EGRESS. 13. SILL SHALL BE ANCHORED PER INSTALLATION DETAIL ON THIS SHEET AND SHEETS 4 & 5. 14. ITEMS 22 THROUGH 26 REQUIRED ONLY IF WATER INFILTRATION IS NEEDED. SEE TABLE 8 SHEET 5 15. QUANTITY WILL INCREASE WHEN USED WITH HOLLOW METAL MULLION. SEE SHT 6 FOR DETAILS. 3.5' 1. TABLE 2 /",/ZONAL1E� )% LTR DESCRIPTION DATE APPROVED i� A APPROVAL DWG. YMF 05/20/07 ' D REVISED DWG. YMF 12/14/08 :1 E REVISED PER-MDECCO YMF 02/05/09 .' F REVISED PER_MDBCCO YMF 02/01/10 G REVISED PER-14DBCCO YMF 04/08/10 H REVISED NAME JPD 11/01/13 J REVISED NAME JPD 02/01/15 ITEM QUANTITY DESCRIPTION MATERIAL SIZE .053• L MAX, 100' SEE 0(R) HD UL ION U D V 123' A500 STL MAX 96• HEIGHT ELEVATION 3 HINGE JAMB SEE SHT 6 ASTN A366 MW MOM STL MAX l00' MEIGHT ON SHT.1 4 2 L£XAN BY SABIC INNOVATIVE PLASTICS 25. OR .50' 33.406' X 75.656' MAX. LAMINATED GLASS WITH SENTRYGLAS INTERLAYER .562' TYP. SUPERLITE II -XL BY SAFTI WITH SENTRYGLAS INTERLAYER 5 P LUCK SIDE REINFORCEMENT CHANNEL A93.MIM6'T STL 3.5 X 93.44 MAX D67' MIN. STL MAX 20' NOTE M HINGE EINFnRCERFINT TOUR ASIA A621 A67' MIN. STL. 1.28, X 919, 4.5• X 4.W BUTT HINGES (SEE SHT. 16) .167' MIN. STL. 13' X 9.187' MAX. .134 MIN. 112-24 MS PER HINGE 9 NOTE 3. CONTINUOUS HING ( 6 .073' MIN STLAIE ALUM MAX. 95, 10 2 COPE MATERIAL (SHEET I9L ) HO C > T STIFFENED B L F) PnLYURE POLYISOCYANURATE L PO S E E) MINERAL BOARD TEMPERATURE RISE CORE 11 2 - LOnKfNr HARDWARE SE SHEET P TABLE 1. 12 ITHRESHOLD SILL V 1) ZERO 566A .125• ALUM. 6063 T5 5,50•X(L5•X9G'MAX: DOUBLE 5.50'X0.5'X48'MAX-SIN6LE 2) NAT'L GUARD 950A .070' ALUM, 6069 IS 3 NOTE 2. JAMB ANCHOR ASTN A924 SEE SHEET 6 114 NOTE 14. PS074 WEATHER 17 2 S- E D SWEEPTEE MAX, 48' 16 END D)MAM(EL ASTX A924 Q4 GA -INVERTED) .66' X IB' MAX V 1 SPLIT ASTRAGAL SET OR Z-ASTRAGAL (NOT REQUIRED WITH HOLLOW METAL RULLIORD SEE SHEET 5 IS AS NEEDED BUTYL RUBBER OR 100% SILICONE 19 AS NEEDED GLAZING HOLDING TRIM 3425' X 745' EXPOSED GLASS MAX. SEE SHEETS 7 L 8 FOR DETAILS L LIMITATIONS 1 I .035' HIM. STL H2) S LOVE PP NG iRIN T L O RLAP NGTRIM 14) HIGH SECURITY VISION FRAME SG-10 BY ANEMOSTAT .093•(12GA) HIM. STL. 20 NOTE 10. CUTOUT REINFORCEMENT CHANNEL (18 GA) ' MIN. STL .5' X 1.66' X 355' 75.5• MAX 21 2 MOOR SLAB (16 OR 14 GA) SEE SHEETS 3 L 6 3' X 7' OR 4' X Be KAX, 22 I BY ZERO INT'L DOOR SEAL N0.8144S/FS TPE MAX 24' BY STEELCRAFT DOOR SEAL PS074 23 NOTE 14. BY ZERO INT'L DOOR SWEEP NnS39 ti TPE MAX 84' OR 96' BY NGP DOOR SWEEP N0202N 24 2 BY ZERO INT'L DOOR SWEEP No139 SEE SHEET 5 MAX 36' OR 48' ES 2 BY ZERO INT'L ADJUSTABLE STOP No.475 TPE MAX BI. OR 96• BY NGP ADJUSTABLE STOP No17014 26 2 BY ZERO IKT'L RAIN DRIP moil SEE SHEET 5 MAX. 36' OR 48• BY NGP DRIP CAP Z6A 27 2 TOP CAP GALV. A60 ASTM A924 .020' MOM, STL 0.5• X 1.76•) 48• MAX 28 1 RaLLOV METAL HULLIDN SEE SHEETS 5 L 6 84. OR 96• MAX. 29 2 IVES 360 12' SURFACE BOLT - TOP L BOTTOM INACTIVE LEAF CONFIG. 10 L 11 SCHLAGE LOCK COMPANY, LLC MANUFACTURING FACILITY, GB10 HILLSDALE COURT STEELCRAFT 9017 BLUE ASH ROAD }- INDIANAPOLIS, IN 46250 CINCINNATI, OH 45242 JECTION TITLE, STEELCRAFT H SERIES DOUBLE OUTSWONG GLAZED COMMERCIAL STEEL DOORS WITH AND DATE VITHOUT PANIC EXIT DEVICES OS/20/O7 H-SERIES GLASS DOUBLE DOORS OUTSWING CONFIGURATIONS JPD ll� IRGD07 I J SHEET 3 OF 16 141 WIRE OR T MASONRY ANCHOR INTO GROUT FILLED FRAME AND BLOCK WALL MAJUNNT ULUCK WADS CMU (C-90) 2000 PSI GROUT FILLED ACI530.1 erT'lll -_PARE ANCHOR /3/16' BRIGHT BASIC YORE 6.19' X 9.567 WARE MASONRY ANCHOR F.I" MIN.=50 KSI Fy MIN.-36 KSI 9 EXISTING MAS01 INTn rnNrRE s• © WOOD STUD ANCHOR 17.0' Qa W X 7' MAX B' x B' 17.0. 00. uAx OPENING 11 (SEE SHT1) T 17.6• O.C. Me O. MAX MAX REFER TO SILL 17. •' O.a INSTALLATION [ DETAIL -T - MAX• L: i © STEEL STUD ANCHOR ♦♦�`�� 1 is D� I T MAX Fxo3 FuAn ♦♦ ()�.• LIIICENS� 7 CDR- I—�� D1. ,.Ad1 8'O Y 'uAN.y 8• X 8' OPENING 2 rAonTh m s, .E. Dat9 Y� � 13•)3lossom Court (SEE SHTA) MAKa 'f4 11 MAX REFER TO BILL 21' O.a ON oIETA0. 1H' Mix: ja X 1-3/4• w J MAX ANCHOR (4) TOTµCIIP MAX /1SMS (2) PER ANON :X31 EXT. � 3 *WOOD STUD WALLS EXT. EXT. SEE NOTE 1. *STEEL STUD WALLS *STEEL STUD WALLS. SEE NOTE 1. SEE NOTE 1. as• sro1ND�D mPu� s/a Q Q Q L7S' Fy 10N.=S6 KSI SONRY T-ANCHOR WOOD STUD OR UNIVERSAL ANCHOR FyION.=30 KSI UNIVERSAL GA STEEL (awB') (LOCK -IN OR WELD -IN) Fy MINa>e KSI STEEL STUD ANCHOR ANCHOR E QOSTNG MASONRY ANCHOR (EMA) WELD -IN OR LOCK -IN WELD -IN OR LOCK -IN WITH LAG BOLT INTO WOOD STUD WALL HD3 6' MAX ll' 1l'INTuaw If• 1P MAX OR 2f as e' x B' OPENINO MAX •r:': (SEE SHTt) •1N ,1:?, V. i. 21' D.C. c MAX. '-'�• REFER TO SILL 2MAX. INSTALDETAILLATION y 0• J 2. LMAX MIN. TCE ,I DISTANCE .a P I, = 25DO PSI MOU J E%TERIOR ANCHDR BOLT CONCRETE OR SHIM SPACE J/8' 0 W/2• 20DO PSI GROUT 1/4• MAX EMBEDMENT W RUED (C-90) CK CMU BLOWALL T1p, RAriL BOLTPO POWER BOLT, SIMPSON SLEE rk LOCK -IN OR DYNABOLT EMA-U ANCHOR WELD -IN T 125' D.C..HA%. 8' XOR 7' 125' X. + e' X e' 12.5' D.C.MAX OPENING (SEE SHTt) 17.v. ItAX. 1 AQMAXREFERTOINSTALLATIONDETAIL'T' 1 1l• 11' I II• HAX 11, MAX �— ' RAX r xnX SEE CORRESPONDING® 'C' 1 4 X 1-3/4• TAPCON DETAIL nO,00R OR /10 % 1�7 4 OR 0 X / - ON SHT. 1 DETAIL'TH' D SCREW SILLINeTALIATON DOUBLE OUTSWINO DOORS AS ALSO SEE SHEETS 3 AND 8 , J' y MAX. FJ(TENOR MIN• MIN. "DISTANCE WOD SILL ETE DR 1/4•X1-3/4' TAPCON UNC SOl. OR JIOX1-3/4' WS• 1.25' MIN. EDGE BEND RADR1.26• MIN. EMBEDMENT E•D• ODIISSTTANTO �D(E.D.) DETAIL'Df 2.5' MIN. EDGE SILL INSTALLATION SIDEVIEW DISTANCE (E.D.) INTO CONCRETE NOTES: THIRD ANGL SHIM _SPACE W/3' MIN. EMBEDMENT 1.(-)WOOD OR (')STEEL STRUCTURAL MEMBERS OF WOOD DRAWN 1/4 MAX WOOD STUD WALLS AND STEEL -STUD WALLS MUST BE DESIGNED TO CARRYFj, SEE NOTE 1. AT YEAST 312 //FT. LOAD FOR ASSEMBLIES RATED 075 PSF, CHECKED /� III,QIIJj�,(jI�J�I,III' AND b75//FT. FOR ASSEMBLIES RATED 0 90 PSF, WHICH Vf SHOULD BE FANCVERIFIED S OR VARIOUSAPPROPRIATEOPENING INGOFTICIAL Z.NUMDEB OF ANCHORS FOR VARIOUS OPENING HEIGHTS IS APPROVED ONLIMITEDTHIS BY MAXIMUM DISTANCE BETWEEN ANCHORS, SHOWN ON 1HIS SHEET. 3.APPLY CAULK AS NEEDED. ENa APPVL Loac-IN EIMA_U ANCHOR H410-I4 4.FOR SILL INSTALLATION AND ANCHORING SEE SHT 3. 4. A 5 JPD R E V I S I❑ N S DESCRIPTION I DATE I APPROVED B I REVISED DWG RAP 10/12/07 C REVISED DWG RAP 12/03/07 D REVISED DWG YMF 12/15/08 E REVISED PER_MOBCCO YMF 02/05/09 F REVISED PER_MDBCCO YMF 01/04/10 G REVISED PER_MDBCCO YMF 04/00/10 H REVISED NAME JPD 11/01/13 J REVISED DWG JPD 02/01/15 C13RCRETE CONCRETE LINTEL SHOWN RAY VARY PER LINTEL SHOWN MAY VARY PER FRAME HEAD WALL --�� �• WALL FILLED W/HEAD 2000 PSI GROUT CDNSTRUCTION�' CONSTRUCTION ACI 530.1 _ '`A GROUT FII w 1 2' FACE Ll _ •' � ti = WITHOUT w 6 GROUT g EXTERIOR O a P•• FXTLP1nP 1 M L75' u. - - 6 D HDI - FRAME HEAD SECTION 1�75• HD2 - FRAME HEAD SECTION WOOD STUD - LINTEL SHO MAY ALSO BE 2' FACE -WITHOUT GROUT STEEL STUD CDNSTRUCTION d 2 w 6 1 pR U Mt8BUCTkWj Wp EYIEI;IQXTER 11 .rl1h fire P41fHD 1.75' '1�1rtAnae Not%/S" Errplrytloo DMr HD3 -FRAME HEAD SECTION SCHLAGE LOCK COMPANY, LLC 6810 HILLSDALE COURT MANUFACTURING FACILITY, STEELCRAFT ASH ROAD INDIANAPOLIS, IN 46250 CINCINNAT INCNATI, OH 45242 :TIDN TITLE: STEELCRAFT H SERIES DOUBLE OUTSWNG WITHOUT PANIC EXIT DEVICES GLAZED COMMERCIAL STEEL DOORS WITH AND TE mim ANCHOR DETAILS / INSTALLATION CONDITIONS N IRGD07 li 3"EET 4 - 16 TARLF R_ TARI P A PERIMETER SEAL HARDWARE WHEN WATER INFILTRATION REQUIREMENT PERIMETER SEAL HARDWARE WHEN WATER INFILTRATION REQUIREMENT DOES APPLY DOES NOT APPLY REM M� REM NUMBER DESCRIPTION ALLOWABLE DESIGN MODEL N.J PART INSTALLATION NUMBER MODELNo, PART INSTALLATION SHT3, PRESSURE, MANUFACTURER DETAIL DETAIL SHT.3 DESCRIPTION MANUFACTURER DETAIL DETAIL TABLE2 PSF' TABLE 12 THRESHOLD +75 66MERO INTL 'Ti. 'P1' 12 THRESHOLD 588 BY ZERO INTL 71' .H. 960MGP 'T2' 'P2' 950 BY NATIONAL GUARD T2' ' 15 FABSEAL SWEEP +76 STEELCRAFT 'S' 'P1'S'PT 15 FASSEALDOORSWEEP STEELCRAFT 'V W 17 SPLITASTRAGAL +79 9282ER0INTL 'GOT 71Y 1371NGP 'GG2' 17 SPLITASTRAGAL 328 BY ZERO •GOf' 'NS' 22OR14 SELFADHESWE 81448/F81ZER0INTL 'U' 'M DOORSEAL +75 S N 137 BY HOP •GGr PS0741STESLCRAFT .Q. 23 5391ZERO INTL 'Wf' 'N' PS-074 SELF ADHESIVE DOOR SWEEP +78 [-,4 WEATHERSTRIPPING STEELCRAFT 'Q' •J'S'L' 202NINGP 'WY 24 DOOR SWEEP +75 1301ZERO INTL 'X' 'Pi' 27 DOORTOPCAP STEELCRAFT 'R' OPTIONAL 28 476MERO INTL Ti. 'M, ADJUSTABLE STOP +75 •SEE SHEETS 1 & 2 FOR DESIGN PRESSURE RATINGS. 170NTNGP TV 112EROINTL 'ZV 'Pt' 28 RAIN DRIP CAP +75 16AINGP 72' 'P7 `\`011111111111j// �. LTR DESCRIPTION DATE APPROVED A APPROVAL DWG YMF 05/20/07 D REVISED DWG YMF 10/09/08 CENSF/•,} AIyyj�,� E REVISED PER-MDBCC13 YMF 02/05/09 J •1"y F REVISED PER-MDBCCD YMF 01/04/10 GONIOIIThom89 P.EO De]a G REVISED PER-MDBCC13 YMF 04/08/10 ,-PUMuon, 3'(59 Blossom III OH 45040 * � �IMdaO fe H REVISED NAME JPD 11/01/13 �i�sY'•FT Og1pp •.. ��/ J REVISED DWG JPD 02/01/15 /NAL 11pG IMETER SEAL INSTALLATION DETAILS WHEN WATER INFILTRATION REQUIREMENTS DO NOT APPLY 375• NDL HEAD 21- MN1wi1 149 EXT Az6 4' 2' MAIL(!� 14 z• MAX. 14EXT 19A.'MlY L 4' VARY n PART DETAILS Mx VARY NEOPRENE 0.25 VINfLB0.8 FLEXIBLE 47.625 VARY V WART 11 U EXTEXT 391-1 ,MAX. -+ 3.91 o4zs• ones• wx3 Alp ^��0.50 0.50 SEM4RIGID 40' 11.25 IL25 SEE NOTE 1 HINGE JAMB xoHDWNETALNUWORHINGE JAMB T� 1� Tj I- 1 W61D SECTION DETAIL"' WHENREDMRFD 5.00� 5.000A2+Tr::: SEE NOTE 2. PERIMETER DOOR SEAL INSTALLATION IN HEAD AND JAMBS UP TO+75 PSF WHEN WATER UPTO+50 PSFWHEN WATER - - - - INFILTRATION REQUIREMENTS APPLY INFILTRATION REQUIREMENTS APPLY DETAIL'W 079 ' PS-074 _ ___ DETAIL qj'SH DETAIL TY SECTION �i BOOR SEAL 6ELFJ10HESIVE GEENSS 1Z TYPEI7HRESHOLD 12 TYPE 2 THRESHOLD 14 WEATHERSTRIPPING � SECTION 1B g P5074 ZEROINTLS66SERIES NATIONAL GUARD 950 SERIES 1.25 (NOTE 3) 2 MA�EO TO ITEMS 22 THROUGH 26 REQUIRED IF WATER INFILTRATION IS NEEDED. EXTERIOR 5 2 AND JAMBS 0.ea• H . 6 • a" "'M3 FRAME HINGE 0.077 2.- DETAIL'S' REN CEMENT 1 15 FASSEALDOORSWEEP EKTRUDfD NEOPRENE FJDER100. w><a6v f.p D.2' 1.50' .0 4' 1/4'%1-3/4' co,7AP1.25 NIN. OIIISW HO + OR IIOX1-3/4' WS EDGE DISTANCE 5V5 0.39• $0dP°n NOP 16 _ INTO WOOD •�{ ���------••• 0.376' Dew•AP'm0 RAIN GRIP CAP _ .312' 1.2•'`� DETAIL 2.5' MIN. EDGE DOOR HINGE ma-ARv D.44' I OETAIL'Y7' "DIG OF BOOR DISTANCE INTO REINFORCEMENT NmMOIN ZERO 415 Nm2me O.6B• 1yq DIMPLED HDLE FOR D.062ZERO WEAlNERSTRIPPNDAND SILL INSTALLATION CONCRETE WfFATNER6TRIPPN0 m9TALUDON 1 ao• ADJUSTABLESTOP 48X1-UE P OE7AIL'OG7• �NAASSTL3� E8 ib sfLT- .J. 16 1 rAEI0UC1'kCVTSED 0.44' 026• PH$MS 1.B �I 0.°E 138. NEOPRENE RA �amp"g.11b lh PTp 5.3 4' I I °.43r I D.sD oGiOM NSv�6cQe _ DETAIL NV1• 0.62C I-- L52' CCgO 44arPDIaPe NO ZERO 0.0r 0 Ea-1 Ilan DA DOORSWEEP a7 .5/4• i. 1,75' DETAIL'U' DETAIL'W2' DETAIL 71' DETAIL'Y2' PxsN3 DETAIL' ZI' 0.875 22 814{SIFS 23 NGP 202 24 139 25 NGP 170N 26 ZERO 11 . DETAIL 'R' DETAILYG7 NAnONAI GUARD g 25 �VMQt OOOR6EAL DOORSEAL DOOR139 ADJUSTABLE STOP RAIN ORIP CAP 240ATOPCAP 1ST SERIES SPLIT ASIRA(UL 6 NOTES PERIMETER SEAL INSTALLATION DETAILS WHEN WATER INFILTRATION REQUIREMENTS APPLY (SEE SHEETS I & 2) DETAIL'M' ID 1.SLOTLOCATIONSMAYVARYWINOH7ERENTDOORWIDTR 2 DOORSWEFP HIGH) SECTION IS MADEOF PROFAX9PD•199 POLYPROPYLENE HOMOPOLYMER ®MULLION Tu 10 275 PSF ±30 PSF TOP OF DOORDIFJID WEATHERSTRIPPING J. DOORSWEEP FLEXIBLESE0T1oN l5 MADEOFSANTO%iENE0to1.13 14 MAX. 10 MAX. WHEN WATER INFILTRATION REQUIREMENTS APPLY 4. FASSFAL DOORSWEEP(15), AND THRESHOLD N2)ARE REQUIRED FORALL INSTALLATIONS. FXTEWOR ib 17 SPLIT RRAGAL G BEND RADIUS Doo-a ovrsvnND a EXTERIOR G� ExrERIOR 1B MANUFACTURING FACILITY, TDT,a1,�TTr� ouTswlNo EXTERIOR 16 ® SCHLAGE LOCK COMPANY, LLC STEELCRAFT MFADFIBY{ 0 g 6iwe1B1 15 6810 HILLSDALE COURT 9D17 BLUE ASH ROAD aulrAa000RT zz 1s INDIANAPOLIS, 1N 46250 aasmo0at AFftIFDT°HEAD 1 _ t2 --�- CINCINNATI, OH 45242 1a AImMMas 0,125' 0.063' L L THIRD ANGLE PROJECTION TITLE, STEELCRAFT N SERIES DWBLE OUTSYING GLAZED CIJNMERLIAL STEEL ODORS WITH AND SEE SHEET 3 run "Mae OR DRAWN DATE WITHDUT PANIC EXIT DEVICES TmNlOxal,aT 2a .37W RDOR 0.375' Fl Eg YMF 09n0707 DOUBLE GLASS DOOR PERIMETER SEAL HARDWARE' 29 CLEARANCE E.0. E.D. CLEARANCE CHECKED 9N, 1/4'X1-3/4' TAPCON 1.26' MIN. g 23 1/4'X1-3/4• TAPCON EDGE DISTANCE OR /1OX1-3/4' WSJ EDGE DISTANCE EXTERIOR 3 2 OR IIDXI-3/47 WS INTO WOOD 1.25' MIN. EMBEDMENT INTO WOOD APPROVED SIZE FLAT DYG NO. REV EXTERIOR ° OETAIL'Nr VON BUFMN 25� MIN. EMBEDMENT 15' NIN. EDGE 2.5' MIN. EDGE MILLION DISTANCE INTO DISTANCE INTO I R G D 0 7 OE7AIL'Nf' HOLLOW METAL MULLION DETAIL -NO' DETAIL TV CONCRETE DETAIL'P2' CONCRETE ENO. APPVL HINGEJAMB WEATHERSTRIPPING HARDWARE MULLION GOT70M OF DOOR ZERO WEATHERSTRIPPING BOTTOM OF DOOR NGP WEATHERSTRIPPING TT� TT�� SWEEP INSTALLATRON CONFIGURATIONTAND9 WEATHERSTRIPPING AND SILL INSTALLATION AND SILL INSTALLATION ,Ir JJ fI7117m SCALE, NTS AUT❑CAD H� 5 aF 16 'KD' SUN "KNOCKED -DOWN" SET-UPANDARC-WELDED ASSEMBLY ASSEMBLY HEAD ANCHOR OF JAMB HEAD NOTCHED AND BOLTED ON TOP OF JAMBS CUP I TO HEAD JAMB HEAD NOTCHED AND BOLTED BETWEEN JAMBS `Y711111I1111/' • Oord YI,R6�T8•E. •; QMI� 3759 Bloaa��,mm Coad _ .- Mason, OM40 Flodda # 46718 AT�OF i�dls'• �ORIDA,.••• ,(V��• W�,O'YQL/Illf1 Ew, ELDED HEAD NOTCHED HEAD SITS ON TOP AND BUTTED BETWEEN JAMBS OFNOTCHEDJAMBS TYPICAL FRAME PROFILE 0.625' SINGLERABBET DOUBLE RABBET VARIES 4" 2" MIN. �7 4"J- OPTIONAL FOR 2" MIN 2.625" HEAD SECTION 5.75' 1.938 MIN. �— 0.625" JAMB NOM. II DOOR SIDE T— -"I VARIES EXTERIOR 1 938" DOOR SIDE 5.75' 1.938" 5 75L VARIES DOOR SIDE L EXTERIOR NOM. NON. EXTERIOR ® HOLLOW METAL MULLION DOUBLE RABBET -i F-- 0.625" VARIES 5.75" NOM. DOOR SIDE_1-� I 1 1,94" SEE NOTE 4. 18 X 5/8 TRUSS HEAD SMS {FRIES Y LTR DESCRIPTION DATE APPROVED A APPROVAL DWG YMF 05/20/07 B REVISED DWO RAP 11/26/07 C REVISED DWG RAP 12/14/07 D REVISED DWG YMF 12/14/08 E REVISED PER-MDBCCO YMF 02/05/09 F REVISED PER-MDBCCO YMF 01/04/10 TABLE 7. STEEL MECHANICAL PROPERTIES TABLE 6. AVAILABLE STEELCRAFT FRAME CONFIGURATIONS FRAME SERIES JAMB DEPTH MAX. OPENING SIZE MATERIAL WIDTH HEIGHT DESCR. G MIN. THK MATERIAL ASTM REF. YIELD I TENSILE S F NOM. 8'0" S.O. CRS/HRS GALV 16/.053" 14/.067" 12/ 099" CRS A366 MIN. 41.5 MIN. 52.4 STAINLESS STEEL 16/.053" HRS A1011 GALV: A60 A924 MU 5.75„ NOM. 8'0" 8'0" CRS/HRS GALV 14/.067" SS:304,316 A240 MIN. 41.5 MIN. 73.2 WELD AT JOINT CONTINUOUS 2' MIN. 4' MAX. MIG-WELD BEAD ALONG FACE BOTH SIDES 9B0# MIN LOAD CAPACITY 28 HOLLOW -METAL 2.625" STEEL MULLION 2"MAX APPLICABLE TO NOM. ELEVATIONS 7 r ( 9 ONLY 1 (SEE SHL1) ® HOLLOW METAL MULLION VARIES JAMB �lry SINGLE RABBET JI JI_ NOM. (2)) 1/4' X 1-3//4" VARIES TAPCON by ITN EXTRON / 1.93B' 00 ESI CONCRETE INTO MIN. PSI CONCRETE DOOR SIDE MIN. EMBEDMENT 1-1/2' EXTERIOR MIN. EDGE DISTANCE 2-1/2' BE 0.625" 5.75" VARIES 2" MAX NUM. I 2" MIN 1_ I EKTERIOR 0.625� 2" MIN 4" MAX APPLICABLE TO ELEVATIONS 4" MAX 7 k 9 ONLY (SEE SHEET 1) MATERIAL IS PER TABLE 7. MINIMUM THICKNESS IS 0.053- (16 Ga.) MINIMUM YIELD STRENGTH = 58.000 PSI MINIMUM TENSILE STRENGTH - 45.700 PSI 1.94" p(LUioUCT ktvmw DRAWN �—DOOR SIDE deooaytggwhbd ?wA YMF EXTERIOR pmIdla(Code CHECKED ,A�cggoae Ncj;:' $[DInKo. D� APPROVED Id ENG. APPY JPD TAR[ L' 9 AVAII API C C=GI!`DAFT nnnP Pnh]Vlrl IDATIl4MC CORE MATERIAL MAXIMUM OPENING SIZE SKIN MATERIAL PER SHT.15 WIDTH I HEIGHT DESCR. GA. MIN. THK HONEYCOMB POLYSTYRENE VARIES CRS 16/.053" POLYURETHANE SEE SHEET 2 GALV 14/,087" (POLYISOCYANURATE) TABLE 1 TEMPERATURE RISE STEEL STIFFENED HONEYCOMB VARIES POLYSTYRENE SEE SHEET 2 STAINLESS 16/.053" POLYURETHANE TABLE 1 STEEL NOTES: 1. DOOR CONSTRUCTION 1.1. NOMINAL DOOR THICKNESS - 1 3/4" 1.2. DOOR SIZE MAY VARY, SUBJECTED TO COMPLIANCE WITH FLORIDA BUILDING CODE AND PRODUCT AVAILABILITY FROM MANUFACTURER (SEE SHEET 2 FOR AVAILABLE HARDWARE) 2. FRAME CONSTRUCTION 2.1. NOMINAL JAMB DEPTH - 5 3/4", STOP HEIGHT - 5/8" 2.2. FRAMES AVAILABLE AS FLUSH (F-SERIES) AND MULT-USE (MU -SERIES) (SEE TABLE 6) 3. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 7. SCHLAGE LOCK COMPANY, LLC MANUFACTURING FACILITY: }- 6810 HILLSDALE COURT 9017 BLUE ASH ROAD INDIANAPOLIS, IN 46250 017 BLUE CINCINNATI, OH 45242 EC710N TITLE:STEELCRAFT H SERIES DOUBLE OUTSWING GLAZED COMMERCIAL STEEL DOORS WITH AND BATE WITHOUT PANIC EXIT DEVICES 05R0/07 FRAME PROFILE, CORNER DETAILS AND DOOR FRAME MATERIAL, AND SIZE OPTIONS IRGD07 I J mx,6-16 MAX DOOR WIDTH 36' OR4S' e 3/C TIP.Lai 4 t/e• Ict m e t Imt m wvAn CLASS o1ASS MAX 010 WIDTH 24.OR34.25• MAX MAX DLO / DOOR HEIGHT csGR74.c FG4.ITE FULLY GLAZED o EIaom CLASS a 3/4• Dwosm awns 8 MAX. GLAZING OLD 12• X 12• V VISION LITE I.. eD910SESED CLASS 5 3/8' MIK TO 9! !P EXPOSED GLASS E4 TL 2-4 SEE SHT.9 � e J/4• TIP. ~ LI °womDlw93 I L e t/r talm txasm aua et wt w. 7.•M. rDolosm TO UAW DPM CLASS // TG RI �I to awls 3EE SHT. B FG2-LRE HORIZONTAL MID41AIL e J/C 101. TD Daosm awls MAX. GLAZING DLD 3• X33• N3 e ITO DUPO ED CLASS eel TO SED SS E2 G EMBOSSED PANEL DOORS FG3•LRE 2 HORIZONTAL Mm4UUL8 I e s/4• ---r-- DarosEn uw. ro cuss MAX. GLAZING DLO 4" X 25• N4 O•LITE LNL HALF GLASS LGNGNARROWLRE e s/v I I Dwastn cuss imoPosrn N NARROW LITE R E V I S I❑ N S DESCRIPTION DATE APPROVED APPROVAL DWG YMF 05/20/07 REVISED DVG RAP 11/26/07 REVISED DVG RAP 12/12/07 REVISED DVG YMF 12/15/OB REVISED PER_MDBCCO YMF 12/15/08 REVISED PER_MDBCCO YMF 01/04/10 REVISED PER-14DBCCO YHF 04/08/10 REVISED NAME JPD 11/01/13 REVISED DVG JPD 02/01/15 OI9BUCT RD.V(SFp '"'""PI*9 Mn the Fbd V RlIDp Code Agwce No '�+pinlloo kNOW_4 / MAX DAYLIGHT OPENING FOR CONFIGURATION 3A IS 144 SQUARE INCHES 12•' X 12• MAX.'1" VISION LITE ' MAXI MUM DAYLIGHT OPENING FOR CONFIGURATION 3B 15 ON TESL MAX. GLAZING 100 SQUARE INCHESDL0 DLO WX33"'N3' 1. DOOR CONSTRUCTION sxz0 4•X25•N 2. NOMINAL DOOR THICKNESS - 1 3 4 SEE2015, TADLEI SHEER 3. ALL GLASS LITE TYPES SHOWN ON THIS SHEET ARE AVAILABLE FOR ALL DOOR CONFIGURATIONS DLO- DAY LIGHT OPENING SHOWN ON SHEET 1 AND TABLE I SHEET 2 EXCEPT FOR CONFIGURATIONS 3A AND 3B. SEE NOTE 4 4. DOOR CONFIGURATION 3A AVAILABLE WITH V VISION LITE AND 39 IS AVAILABLE WITH N3, N4 AND N5 TYPE LITE. (SEE TABLE 1 SHEET 2) 5. MAXIMUM GLAZING DLO HEIGHT AND WIDTH AS PER SHEETS 1, 2, AND 7. 6. GLAZING OPENING DLO SIZE WILL CHANGE IN PROPORTION WITH DOOR SIZE.(SEE TABLE 1 SHEET 2 N5 FOR LIMITATIONS) 7. DOOR SIZE MAY VARY, SUBJECTED TO COMPLIANCE WITH FLORIDA BUILDING CODE AND PRODUCT AVAILABILITY FROM MANUFACTURER. B. GLASS LITES NOT LIMITED TO THOSE SHOWN, PROVIDED DIMENSIONS SHOWN ARE MAINTAINED. SEE TABLE 1 SHEET 2 ) 9. DOORS WITH MULTIPLE GLASS UTES ARE NOT LIMITED TO THE DESIGNS SHOWN, PROVIDED THE DIMENSIONS SHOWN ARE MAINTAINED.(SEE TABLE I SHEET 2 FOR LIMITATIONS) / a 10. WHEN USING A CONTINUOUS HINGE THE MINIMUM DISTANCE FROM THE EDGE OF THE DOOR TO EXPOSED GLASS IS 6-1/4" AT STILES AND 7-1/2" AT MID RAIL n 11. DLO = DAYLIGHT OPENING (SEE TABLE 1 SHEET 2 FOR LIMITATIONS) v e n \V1L1111111//// BEND RADIUS CTU ON 0 LICE/Vs.yOi ;u E2 G9 SHOWN q>.fi. (�j 1 {• .I SURFACE APPLIED MUNTINS (FALSE DIVIDERS) MUNTIN ASSEMBLY 3769 MUNTIN ARRANGEMENT SURFACE MOUNTED MDSrn.O ISOADI111 TI\\ MAY VARY — - - TOTHEGLASS RoAea 04671e - - 5. APPVL JPD >ut�D7 SCHLAGE LOCK COMPANY, LLC STEELCRAFTING FACIL1TYt 6010 HILLSDALE COURT 9017 BLUE ASH ROAD INDIANAPOLIS, IN 46250 CINCINNATI, OH 45242 STEELCRAFT H SERIES DOUBLE OUTSVANG GLAZED COMMERCIAL STEEL DOORS VATH AN T PANIC EXIT DEVICES GLASS DOOR CONFIGURATIONS. FLAT I DVG No. REV IRGD07 i GLAZING TYPE 1 GLAZING DETAIL'D' DEZIGNER TRIM OPTION OEDC/7FA TRSI FIETA289t CUP GLAZING TYPE 1 ileuxANW OR 1/a• DrAN GLAZING DETAIL'S' E0iQ1AR Br SABIC 0£ NA"M) 0NA1E (POLYCASI81C tl0BY ROMATM P1AS9C' STEEL TRIM OPTION CLAWD ADHESIVE pp--15 x t.W DM ApWSVE SHAnFx 222 W SE1F rAPP0t0 $1 upTSUW W '/°'x1oE 5.1oD tar EIEV D• THIM x 0/0• (WTEAxx1 Sx E BEAD ADHESIVE -SEALANT Sim. T1511 (aM3= SIDE) SIOLM x-552 x 1/Y �/ie•� 110AAoc o-\ 15" MAIL ,mu STEEL TRIM"< CORNER DETAIL LAMINATED GLASS DETAILS D.OSD• HF'AEr SY ENTRYGLAS 14 9HN E ITER(AYER INT CLASS 0.25' EXT aAv 0.25' 0.25' S 0.25' aAa INTUMESCENT GEL CONSTRUCTION DETAIL'H' GLAZING TYPE 2 GLAZING TYPE 2 GLAZING DETAIL W GLAZING DETAIL'L' ��L/A�9�MINATED GLASS LAMINATED GLASS G ADHESIVE NTH SRYS "{Ail HS NTH TED ��sKum x0! B m• YM1M➢AILHATED 1AV m"k=RMJUA�YER Dmalai INTTIHAVER DUAL V VIDE Im XNER sou DH SVE ET GA CUP WE''x51W(one"BBeISTEEL IOU m-SEM N T(YrRi50fl)052 EXT f1 10 Brro x 11r EXtub x 1.2s' tub 0 SX3 10' OC IUx M.110.lop YAx GLAZING TYPE 3 GLAZING DETAIL'F VISION FRAME OPTION 0.09' lE D. sEE DETAIL DEZIGNER TRIM I STEELTRIM MDa m j $0-10 BY ANCOMT t/�' MEAT EXTERIOR 19-4 sOv(a01EE CLASS 0.25' TIMMLT H_.am S+m DOOR BY STMCRA T INTUMESCENT GLASS CONSTRUCTION DETAIL'J' 1-1/16" SUPERLITE [I -XL- 9/16" HS LAMINATED GLASS WITH BY SAFTI SENTRYGLAS INTERLAYER WITH SENTRYGLAS INTERLAYER $• u�•i n� M o N O' VARIES DEZIGNER TRIM 19-1 PROFILE MATERIAL: 24 GA A40 STEEL 0.375" 0.156" n 0 0.50" L1.750--� SEELTRIM 19-2 MATERIAL: 20GA Ado STEEL 0 GLAZING TYPE 3 GLAZING DETAIL'G' 1" STEEL TRIM OPTION .25' INITUDCEET V16 SI-)L SEE ( I. *H' SEE OETA0. ti' IxASEE AISLE ) OC MA (6x+Fltlg1 SmE) A MAX EXTERIOR T BITE O BITE I H-sM BY ST1M1L�CRAFr IVma srEExs IO. mum SECURITY VISION FRAME SG-10 BY ANEMOSTAT 1" STEEL TRIM PROFILE SHOWN FOR 1-1116'GLAS3 I CORNER DETAIL N .50" L 1.75" 1"STEEL TRIM 19-3 MATERIAL: 20 GAGE A40 97EEL 80-82' COUNTERSUNK n HOLES FOR ({6 OHSMS 375" GLAZING BEAD FOR STEEL OVERLAPPING TRIMS 20 GAGE A40 STL No. 8 x 32 Thru-Bolt (Factory Provided) SEE SHEET 16 FOR SPACING o 1.00" 0.375" SECURITYHIGH METAL VISION ,�N'�)%yMA RIAL: 2GAGE 19-4 , ANEMOSTAT SG-10 �� ��.•'• LICENSE • :O No. 46718 •: U) ht81)UC4ITCVfyiD - CIPI if rawplrhg Mlb Ma Fbrir _ � �' NW% Masorl Q(I11L F6Ada B 467 48718 NOTES: R E V I S 1 0 N S DESCRIPTION DATE APPROVED APPROVAL DWG. YMF 05/20/07 REVISED DWG. RAP 11/26/07 REVISED DWG. RAP 12/12/07 REVISED DWG. YMF 12/15/08 _ REVISED PER-MDBCCO YMF 12/15/10B REVISED PER-MDBCCO YMF 01/04/10 REVISED PER-MOBCOO YMF 04/OB/10 REVISED NAME JPD 11/01/13 REVISED DWG JPD 02/01/15 TABLE 8. GLAZING TYPES AND METHODS GLAZING TRIM TYPE GLAZING SEALANT MATERIAL TYPE LEXAN BY SABIC INNOVATIVE PLASTICS 1/4" OR 1/2" DEZIGNER 1/2" OR 1/4' SIKAFLEX 222UV OR 295UV GIATDIO BEAD (a+Em" �W-tAFPMO+'SM 1 STEEL TRIM i7 oc lU7( DETAILS '0' & 'E' 1/16/8" BEAD 9/16" HS DEZIGNER 1/2" LAMINATED GLASS STEEL TRIM 2 WITH SENTRYGLAS INTERLAYER SIKAFLEX 552 OR DOW CORNING 1" STEEL TRIM - DETAILS 'J', 'K' & 'L' 995/983 1/16' X 5/8" BEAD p 3 1-1/16- SUPERUTE II-XL-1" BY SAFTI WITH SENTRYGLAS INTERLAYER and DETAILS 'H', 'F' & 'G' STEEL TRIM (DETAIL 'G') SIKAFLEX 552 OR DOW CORNING 995/983 1/16 XXD5/8" BEA SECURITY VISION FRAME SG-10 BY ANENEMOSTAT (DETAIL 'F') 1. SEE SHT.1 FOR ELEVATIONS, SHT.2 FOR SIZES AND SHT.6 FOR DOOR & FRAME MATERIAL SPECIFICATIONS. 2. SEE SHT.3 NOTE 2. AND SHEET 4 FOR ANCHOR REQUIREMENTS 3. SEE SHT. 4 FOR WALL CONSTRUCTION AND ANCHORING SYSTEM 4. SEE SHT. 6 FOR AVAILABLE OPENING SIZES, JAMB DEPTHS AND SPECIFICATIONS 5. APPROVED HARDWARE ON SHEETS 1, 2, 3, 5, 9, 10. 11, 12. AND 16 TO BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. BOO RADIUS SCHLAGE LOCK COMPANY. LLC 6810 HILLSADL£ COURT INDIANAPOUS, IN 46250 ov"107 I GLASS TRIM OPTIONS. JPD I IIAS/oT I SGALi:: N TS MANUFACTURING FACILITY: STEELCRAFT 9017 BLUE ASH ROAD CINCINNATI, OH 45242 TAL STEEL DDOR WITH AND IRGD07 I i IbMLL T 8 D1 16 4X #425 SEX BOLTS DEVICE THRU BOLTED WITH 10-24 MACHINE SCREWS OPTIONAL) UX, LATC1168 STRIKE (SpTANIN4LESMS STEEL) ITH P10 20,OOd1PSI CROSSBtzzzzz�jLATCHy-12^BOLT VON DUPRIN GB-F RIM DEVICE, USED IN CONFIGURATIONS 1 & 2 1 4X #425 SEX BOLTS (DEVICE THRU BOLTED WITH MECHANISM CASE 010-24 MACHINE SCREWS) pp (OPTIONAL) AUX, LATCH 299-F (499-F) STRIKE TOUCHBAR •� (STAINLESS STEEL) MOUNTED WITH #10-24 SMS Fy=120,000 PSI LATCH BOLT (4) X #325 SEXBOLTS (MOUNTED ON OPPOSITE DOOR FACE) FASTEN TOP AND BOTTOM LATCHES TO DOOR (MOUNTED WITH (7) #1/4-20 MS) 299F/499F TOP STRIKE (STEEL) MOUNTED WITH (3) #10-24 SMS Fy MIN.=120 KSi TOP LATCH MECHANISM CASE TOP ROD CENTERCASE n DEVICE CENTERCASE THRUBOLTED TO PUSHBAR EXTERIOR TRIM (NOT SHOWN) �� WITH (4) 310-24 MS 299F STRIKE BOTTOM ROD BOTTOM LATCH 304L/284L4 BOTTOM e STRIKE (STEEL) im GROUTED INTO FLOOR VON DUPRIN 98/99(F) RIM DEVICE IVUN DUPRIN 9 IN9CONFIGUR FAUL VLRRTICAL ROU DEVICE USED IN CONFIGURATIONS, 1 & 2 NOTES: 1. ELECTRICAL FUNCTIONSIINSTALLATION AND FIRE RATINGS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED AND APPROVED BY BUILDING OFFICIAL. 2. EXIT HARDWARE OPTIONS: FOR 98199 & XP90199 SERIES - FUNCTIONS E, RX, LX, SS, EL, CX, F; TRIM: ALL APPLICABLE TRIMS AVAILABLE. FOR 88•F SERIES- FUNCTION E; TRIM: ALL APPLICABLE TRIMS AVAILABLE PN MODEL OFFERED. TRIM: ALL APPLICABLE TRIMS AVAILABLE. rA9000T NiKVR aD � Yld�pkft �F1U 16e Fbrmo w•� r LTR DESCRIPTION DATE APPROVED OQ-,• A APPROVAL DWG YHF 03/20/07 C REVISED DWG RAP 12/14/07 rF. :oao D REVISED DWG YMF 12/14/08 Fbi1a104E7% - E REVISED PER_MD8C60 YMF 02/03/09 •' �� F REVISED PER_MDBCCO YMF 01/04/10 O ••,- STATE OF /�� •'• "LORIOP;. •' \?� G REVISED PER_MOBCCO YMF 04/08/I0 ///SS/0NAL ��\ H REVISED E JPD 1/1 J REVISED DWGJPD 11 /5 GLAZING MATERIAL SEE TABLE 8 (IN SHEET S. SEE SHEETS 1, 2, 3 AND 7 FOR INFORMATION DN DAYLIGHT OPENING, GLASS TYPES AND SIZE \ LIMITATIONS DEZIGNER 7.5" MIN 6' MIN. EXTERIOR SIDE STEEL TRIM (OPTIONAL) 20 IS GA CUTOUT REINFORCING CHANNEL DOOR VARIES r, 1. SCHLAGE LOCK COMPANY, LLC 6B10 HILLSDALE COURT INDIANAPOLIS, IN 46250 WITHOUT PANTO EXT SECTION R-R HORIZONTAL MID -RAIL -12 GAGE MID RAIL REINFORCING CHANNEL SEE SHEET 15 FOR CCURE MATERIALL #6-18 X 1 1/4 OHSMS 12 GA MID RAIL REINFORCING CHANNEL MANUFACTURING FACILITY, STEELCRAFT 9017 BLUE ASH ROAD CINCINNATI, OH 45242 LZ- ,„,,,, EXIT HARDWARE FOR GLASS DOUBLE DOORS. IRGD07 I J i. APPVL H__ JPDS`"`E' NTS AUTOCAD SHEET 9 DF 16 338 TOP STRIKE #10-24 MS \ �� ONO //// R E V I $ I ❑ N S 338 Top SPIKE �R� (2) Ea � � -, ... ��� LTR DESCRIPTION DATE APPROVED UU `� LICE�� ¢IA APPROVAL DVG YMF 05/20/07 VON DUPRIN 3347-F C REVISED DWG RAP 12/14/07 CONCEALED VERTICAL TOP LATCH �� : G.&. ,P'.Y'—�' D REVISED DWG YKF 12/14/08 ROD DEVICE ❑ X1 TOP LATCH TOP ROD �0 Ma�m,-,01145%0 E REVISED PER_MDHCCO YMF 02/05/09 TOP R00 338 STRIKE �� flqWaw1B F REVISED PER-KDBCCO YMF 01/04/10 MECHANISM CASE ,' CENTERCASE a .�� '• A' FOR OF MECHANISM CASE 338 STRIKE �i \ G REVISED PER_HDBCCO YMF D4/OB/!0 cEHTEnOASE DEVICE CENTERCASE i/���qL Eia������ H REVISED NAME JPD 11/01/13 OcExllRase THRUBOLTED TO 771111II1L� J REVISED DWG JPD 02/01/15 THaMaalrnTG EXTERIOR TRIM g1oR7RLM NOT SHOWN WITH otau rffiTM•aLws PUSHBAR (4) #10-24 MS AP"W* e�d� WEATHERSTRIPPING DETAIL ��� (ALL DIMENSIONS TYPICAL ��ggpp���� AA•'IdLQCode EXCEPT WHEN SPECIFIED) '�I`�_ q•No / -I2/ •ii- 44ppp BOTTOM ROD PUSHBAR II �' BOTTOM R. IUI 0 BOTTOM LATCH VON DUPRIN MULLION KR 9954 MULLION 9954 MULLION BOTTOM LATCH 11 4X 5/16-18 385A BOTTOM IL. MACHINE SCREWS 4X 5/16-16 STRIKE STEEL Fy-120ks1 nU-. HHALHINE SCREWS (STEEL) F 120ks1 n1n GROUTED INTO FLOOR L Il DETAIL 'C-1' L y 385A BOTTOM VON DUPRIN 9819947-F (CONCEALED) VERTICAL ROD 4 l DETAIL 'C-l' STRIKE (STEEL USED IN CONFIGURATION: 5 COVER 2X 1/4-20 (2) EA. MS MACHINE SCREVS (2) Ea 299F/499F TOP STRIKE (M X #325 SFXBIILT§ �- COED TO MOUNT COVER STEEL MOUNTED WITH (MOUNTED ON OPPOSITE DOOR (STEEL) FACE) FASTEN TOP AND BOTTOM D (3) #10-24 SMS LATCHES TO DOOR LOCKING Fy MIN.=120 KSi (MOUNTED WITH (7) 81/4-20 MS) MULLION ASSEMBLY 3.000 MULLION BOB TOP LATCH 125 THK WALL TOP ROD A 500 GRDE STEEL MECHANISM CASE CENTERCASE sTRn(E IXT 2.8" MIN. EDGE EM DISTANCE �1 299-F (4SB-F) 33 SERIES FEATURES GROOVED 35 SERIES FEATURES SHDDIH NIRLIDN O D '^ STRIKE MECHANISM CASE - MOUN -24 STEM MECHANISM CASE UX. LATCH 294�(488+T MY 299-F (499-F) STRIKE 1MACHIlEsc�REWS MOUNTED WITH Y 2.0'O�C. n PUSHBAR �V-STRIKE 3Xa10.24STEEL - FT-t2GKsl MOUNTED WITH MACHINE SCREWS 2J5' 2•B DISTANCE E 10-24 SMS FF=120K31 3.0' O.C. VON DUPRIN 3313547-F CONCEALED VERTICAL ROD DEVICE G y F--120,000 PSI 3.5' QTY:4X5l10.18 USED IN CONFIGURATIONS: 5 BOTTOM ROD LATCH MACHINE SCREWS BOLT QTY:4X MULLION FITTING 8620 299E STRIKE MACHINESCPEWSREWS STEEL F}=120kal min BOTTOM LATCH ry-120KS1 I& fi BASE 6 HEAD EDGE DISTANCE 6 D.C. A QTY:4X61741B F F T SPACING SHWON FOR BASE f IT 0 4XNI8-18 304L/24BL4 BOTTOM T FITTING INSTALLATION O EXPANSION ANCHORS ,,,(f1 EXPANSION ANCHORS STRIKE (STEEL) lm� MATERIAL—� Iy'I�MULLION BASE PITTING MATERIAL: MALLEABLE]RON 4X #425 SEX MOLTS GROUTED INTO FLOOR EMBEDMENT:Lt ll2 MINK ^��n B� ar �•tn ,•' �p EMBEOMENC 112•MIN. IN ,.�.y�,� 0,:• t 3MCPSICOMPRESSNE (DEVICE THRU BOLTED WITH 3000PSI COMPRESSIVE ts' >~ n a I. STREN07H CONCRETE VON ➢UPRIN 98/9957(F) THREE POINT EXIT DEVICE sTRENGn1 CONCRETE DETAIL 'C-2' MECHANISM CASE #10-24 MACHINE SCREWS) USED IN CONFIGURATIONS- 6, 7, B d 9 DETAIL 'C-2' p� (OPTIONAL) BEND RADIUS MANUFACTURING FACILITY- SCHLAGE LOCK COMPANY, LLC STEELCRAFT III 299-F (499-F) 6810 HILLSDALE COURT 9017 BLUE ASH ROAD TOUCHBAR •1 STRIKE - �- INDIANAPOLIS, IN 46250 CINCINNATI, OH 45242 MOUNTED WITH #I0-24 SMS THIRD AN0.E PROJECTION TITLE: STEFLCRAFT H SERIES DOUBLE OUTSWING GLAZED COMMERCIAL STEEL DOORS WITH AND Fy=120,000 PSI NOTE: ELECTRICAL FUNCTIONSANSTALLATION AND FIRE RATINGS ARE NOT DRAWN DATE WITHOUT PANIC EXIT DEVICES LATCH BOLT PART OF THIS APPROVAL AND TO BE REVIEWED AND APPROVED BY BUILDING YMF-1 113rAM EXIT HARDWARE FOR GLASS DOUBLE DOORS. CENTERCASE OFFICIAL. CHECKED EXIT HARDWARE OPTIONS: FOR 98199 8 XP98199 SERIES - FUNCTIONS E, RX, LX, SS, EL, OX, F (OPTIONS MAY VARY PER SERIES) APPROVED SIZE FLAT IRGD07 REV TRIM: ALL APPLICABLE TRIMS AVAILABLE J VON DUPRIN XP98/99(F� RIM DEVICE FOR 33135-FSERIES - FUNCTIONS RX,LX,EL, SS ENG. APPVL Is"ALE'USED IN CONFIGURA ONS: 3A & 38 TRIM: ALL APPLICABLE TRIMS AVAILABLE.JPD IVImOTNTS I AUTOCAD SHEET 10 of 16 #12-24 MA SI Fy mIn=120,01 SCHLAGE L/LV 9000 SERIES MORTISE LOCKSET W/0 DEADBOLT USED IN CONFIGURATIONS: 10 i 12-24 MS Fy min-0WO PSI E BB-32 MS Fy-120.000 #8-32 MS SS f Fy=120,000 PSI / MS SS Fy=12020.000000 PSI FALCON, T—SERIES CYLINDRICAL LEVER LOCKSET (MIN. 1/2" THROW LATCH). USED IN CONFIGURATIONS: 11 12- Fy min=1 0A USED IN CONFIGURATIONS: 10 #12-24 MS ! . SS Fy=120,000 PSI 5a „ R E V I S 1 0 N S Il7lli LTR DESCRIPTION DATE APPROVED 0N p T �,�� A APPROVAL DWG YMF 05/20/07 RID LICE B REVISED DWG RAP 11/28/07 C REVISED DWG RAP 12/14/07 _q �_ — Gordon E Dam;In __ = 0 REVISED DWG YMF 12/14/08 E REVISED PERIADBCCO YMF 02/05/09 a1s9 Bmasom _ isan, ON 4504090 = F REVISED DWG YMF 12/18/09 'is •'•.ORIDA ...••' `�: G REVISED PEflJdDBCCO YMF 04/08/10 H REVISED NAME JPD 11/01/13 J REVISED DWG JPD 02/01/15 rRODUCT kf:vIJF.D m—plyin6 wHl1 Ilie Flnrldc Molina 6nde Aec.pnu,. Na I�I2 r i6'nlrin8vn D,u -�l6 4M� . IA11e nWnd NOTE: ELECTRICAL FUNCTIONSIINSTALLATION AND FIRE RATINGS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED AND APPROVED BY BUILDING OFFICIAL. BEND RADWS MANUFACTURING FACILITY: SCHLAGE LOCK COMPANY, LLC 6810 HILLSDALE COURT STEELC INDIANAPOLIS, IN 46250 9017 BLLUEUE ASH ROAD --�- CINCINNATI, OH 45242 THIRD ANGLE PROJECTION TITLE: STEELCRAFT H SERIES DOUBLE OUTSNNG GLAZED COMMERCIAL STEEL DOORS WITH AND AWN DATE WITHOUT PANIC EXIT DEVICES YMF 09/20/07 HARDWARE FOR GLASS DOUBLE DOORS. ECKED PROVED Sil I RAT DWG NO. REV IRGD07 j G APPYL JPD IlnaroT NTS AUTOCAD SHEET 11 16 CIO #12-24 MS SS Fy=120,000 PSI L9000 SERIES LOCK MECHANISM. WITH OR WITHOUT DEADBOLT 63 (SEE TABLE 1 ON SHT.2) m� #12-2nMs Fy min=120 ksi ND SERIES LATCH SCHLAGE CO/AD MD OR MS SERIES MORTISE LOCKSET SCHLAGE CO/AD CY SERIES CYLINDRICAL LOCKSET USED IN CONFIGURATIONS: 10 (SEE SHT. 1) USED IN CONFIGURATIONS: 11 (SEE SHT.1) lll--�4188 TOP STRIKE �- 3788 TOP STRIKE MTOP ROD MOUNTED WITH MOUNTED WITH (2)#10-24 MS (2)#10-24 SMS TOP ROD r TOP LATCH Fy MIN.=120 KSI MECHANISM CASE MECHANISM CASE TOP LATCH n CENTERCASE ` D CENTERCASE TOUCHBAR 4188 STRIKE BOTTOM ROD u 80TTOM BOLT GUIDE 2130 BOTTOM STRIKE GROUTED INTO FLOOR TOUCHBAR t82'5 3788 STRIKE - BOTTOM ROD BOTTOM LATCH 2130 BOTTOM STRIKE GROUTED INTO FLOOR FALCON F-25-C CONCEALED VERTICAL ROD EXIT DEVICE FALCON (F)25-V SURFACE VERTICAL ROD EXIT DEVICE USED IN DOOR CONFIGURATION 5 (SEE SHT.1) USED IN DOOR CONFIGURATION 4 (SEE SHTA) R E V I DESCRIPTION ADDED REVISED—PER—MDBCCO REVISED —NAME GONon p 0 � 3769 Bbsso llCou ;0 Mesan, OH 4Soao TwideJ! 48718 ��i S �'��aRIDA•, ��'S;�NgLIE EXIT HARDWARE OPTIONS: F-25-C 8, (F)25-V SERIES - FUNCTIONS AE, DM, LM, LK, KOR, ED, EL, EA, FSA, FSE, HWEA TRIMS: ALL APPLICABLE TRIMS AVAILABLE. DATE APPROVED rmoucr kwvmToo eublMURMeEbtYq Dive NOTE: ELECTRICAL FUNCTIONS/INSTALLATION AND FIRE RATINGS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED AND APPROVED BY BUILDING OFFICIAL. BEND RADIUS MANUFACTURING FACILITY. 6810 HIE LOCK COMPANY, LLC STEELCRAFT INDI HIPOLIS,I COURT 9017 BLUE ASH ROAD INDIANAPOLIS, IN 46250 CINCINNATI, OH 45242 THIRD ANGLE PROJECRGN TITLE: S7FELCRAFT H SERIES DOUBLE OBTSWING GLAZED COMMERCIAL STEEL DOORS WITH AND DRAWN DATE WITHOUT PANIC EXIT DEVICES YMF w/m/07 HARDWARE FOR GLASS DOUBLE DOORS. CHEMED APPROVED SIZE I FLAT DWG NO, REV IRGD07 H IXG. APPVL JPD NTS I AUTOCAD 9EEr 12- 16 RIM EXIT DEVICE WITH VON DUPRIN MULLION SEE MULLION DETAIL C-2 SHEET 10 SECTION A -A CONFIGURATIONS 1, 2, 3A, 3B (SEE SHTA) DOOR OPENING WIDTH (SEE NOTE) ?EXTERIOR \ SURFACEVERTICALROD EXIT DEVICE. SECTION A -A CONFIGURATION 4 (SEE SHTA) DC (SEE SHT.1) DOOR OPENING WIDTH (SEE NOTI 2 5 EXTERIDR 3-POINT LATCHING EXIT DEVICE WITH VON DUPRIN MULLION SECTION A -A CONFIGURATIONS 6 & 8 (SEE SHTA) 4AX. UNIT WIDTH 76' OR 100' DOOR OPENING WIDTH (SEE EXIT DEVICE WITH FIXED HOLLOW METAL MULLION -SEE MULLION DETAIL SHEET 6 SECTION A.A. CONFIGURATIONS 7 & 9 (SEE SHT.1) +V SECTION A -AG CONFIGURATION 10 (SEE SHT.1) UYLIN UKIUAL LUL;r bt 1. SECTION A -A CONFIGURATION 11 (SEE SHT.1) .,III IfI I,. �.' LICE * ; AFO. S7A� r ` Maso1(; Q4lF \\\ Florida aR 46y LTR DESCRIPTION DATE APPROVED A APPROVAL DWG YMF 05/20/07 B REVISED DWG RAP 11/26/07 C REVISED DWG RAP 12/14/07 D REVISED DWG YRF 12/14/09 E REVISED PER_MDBCCO YMF 02/05/09 F REVISED NEW -NUMBER YMF 01/04/10 G REVISED PER_MDBCCO YMF 04/08/10 H REVISED NAME JPO 11/01/13 J REVISED DWG JPD 02/01/15 a!-. wftoelbeAk� Ic•a moi k G.�j_ NOTES, 1. FOR MAXIMUM DOOR OPENING AND GLASS QLO) SIZE, SEE TABLE 1 ON SHEET 2 AND SHEET 7 FOR LIMITATIONS, 2, GLAZING DETAIL K SHOWN, SEE TABLE 8 ON SHEET B FOR ADDITIONAL OPTIONS AND SHEET 7 FOR LIMITATIONS 3. SEE SHEET 4 FOR ANCHOR INSTALLATION AND SILL INSTALLATION DETAILS SCHLAGE LDCK COMPANY, LLC MANUFACTURING FACILITY, STEELCRAFT 6810 HILLSDALE COURT }'-INDIANAPOLIS, IN 46250 CIN BLUE ASH ROAD CINCINNATI, OH 45242 JECTION TITLE; STEELCRAFT H SERIES DOUBLE OUTSWING GLAZED COMMERCIAL STEEL DOORS WITH AND DATE WITHOUT PANIC EXIT DEVICES. °S wor HORIZONTAL CROSS SECTIONS FOR GLASS DOUBLE DOORS. IRGD07 I J APPVL JPD WILG7 SCALD SHEET NTS AUT❑CAD 13 DF 16 CONCRETE LINTEL F�:: (TIP) CONCRETE CONCRETE ���� // R E V I S 1 0 N S 2• MIN. LINTEL 2• MIN. LINTEL 2' MIN. ��� ROAN D / LTR DESCRIPTION DATE APPROVED 4' MAX. ',e :.� ::: a MAX. . • •.. 4• MAX. `. SEE SHT. 2 () : ,t .•- •..`. SEE SHT. 2 () '•' SEE SHT. LI ,yam y APPROVAL DWO YMF 05/20/07 .--r _r _ B� REVISED DWG RAP 11 /26/07 iM:ut, P.E 6 N _ ®oa°°m - REVISED DWG RAP 12/14/07 8 1 8 1 ° I: 1.75' 8 1 Ia°°a P4HW+ D= REVISED DWG YMF 12/14/08 -1. 5 1.75• rn x Ef0781ffi • E3� m �AN T ATE pp REVISED PERIADBCCO YMF 02/05/09 + m y F O O '�is�/� (�Rt,)A �i �F REVISED NEWIJUMBER `AAF Ot/04/10 Oo 1®I = O W 1.7a• /////Ngll ENC?����` G REVISED NEW -NUMBER YMF 04/08/10 r m = F' mQ ® H REVISED NAME JPD 11/01/13 111 = O DO .- 2 00 Z O W ~' J REVISED DWG JPI) 02/01/15 'GoF- O II Z x df 1 0 51 Z =H= a (0 x O EL �1 =LLI ce w G) /® STRIKE SIDE 12 CAL WITH REINFORCING O Z F: SEE TABLE 1 SEE TABLE 1 F O SEE TABLE 1 O Z ON SHT.2 FOR SEE TABLE 1 CHANNEL N1T11 ASA PREP. W w N ON SHT.2 FOR O ON SHT.2 FOR z O ON SHT.2 FOR IY F HOWE MODELS INACTIVE DOOR LEAF F- EL Z HOWE MODELS 0 HOWE MODELS O X HOWE MODELS 00 X X 0 j ¢ a @LOCKSIDE 79 a w a Ox 5 5 9 REINFORCINGCHANNEL a wR�FORCING OCKSIDEs QOORCING � g REINFORCING 1 �JLOCKSIDE N :CHAZNNEL CHANNEL 1 REINFORCING CHANNEL SEE SHT.3 8 SEE SHT.3 SEE SHT.3 FOR SILL FOR SILL FOR SILLINSTALLATION /� INSTALLATION INSTALLATION 8I SEE SHT.3 / FOR SILL Z-ASTRAGAL STRIKE ASA las• WN O"p 1.25 OL ED. rood 1.2a• fe11 D®ED ;: • as WN. E0. 9A00 f.2a Eml ENBLD • •. • r$a Ew INflp INSTALLATION STRIKE PREP. �. xa• IDDE r_a cDRwEli Ea zs• w+. Ea ea1a+ETE • en. 2e• TUN. Ev. 1,vlla¢s INACTIVE LEAF RIM EXIT DEVICE. SURFACEVERT!" RODEXITDEVICE. CONCEALED VERTICAL RO FLOOR LATCHING DETA10, vN Eve[ + YDL ED. A000 MIN LATCH THROW. 7OP-3/4• ASA STRIKE PREP SECTION B-B SECTION B•B EXITOEVICE. CONCEALED VERTICAL ROD ' ta• uN ED. CO OD BOTTOM-1/Y AND ASSEMBLY DETAIL CONFIGURATIONS 1, 2, 3A, 3B (SEE SHT.1) CONFIGURATION 4 (SEE SHT.1) SECTION B-B EAT DEVICE BOTTOM LATCH BOTTOM LATCH CONCRETE CONCRETE CONFIGURATION 5 (SEE SHT.1) FLOOR LATCHING DETA 3•POINT LATCHING IXli DEVICE WITH LINTEL 2• MIN. LINTEL 2' MIN' CONCRETE 2' MIN. HARDWARE MULLION '.S :-•i: •:: 4' MAX. (TYP) ,'t:•w:•;` 4' MAX. LINTEL I- 4' MAX. SECTION B-B THRESHOLD THRESHOLD ( ) :.t•.: •:.:: SEE SHT. 2 't'" •;'"• SEE SHT. 2 (�) •.. L SEE SHT. 2 CONFIGURATIONS 6 d 8(SEE SHTA) 6�1 •; c.fi 8 1 •.; 11 a a • d _____ .d t 1.75' rn ' 1.75• URFACE BOLTS o pmi 4 S 4 SB360 BY IVES BOTTOM STRIKE BO7TOM STRIKE T7 GROUTED INTO FLOOR GROUTED INTO FLOOR w _ m TOP &BOTTOM FLOOR LATCHING DETAIL FLOOR LATCHING DETAIL F KLUDUCT, kkl4tlfli SURFACE VERTICAL ROD CONCEALED VERTICAL ROD DD = z O ASA STRIKE mMtgyl�e `fie EXIT DEVICE EXIT DEVICE m z w SEE THIS BD�t CDda II Z 1 a. 1 x SHEET • ASE�P+4�EA�i - 2 /S z O a SEE TABLE 1 O FOR DETAILS L>fpintb� D�ol�"+'77•b NOTES: w ® ON SHT.2 FOR z 2 O SEE TABLE 1 o HOWE MODELS , 1. FOR MAXIMUM DOOR OPENING AND GLASS (DLO) SIZE, SEE TABLE 1 ON w ON SHT.2 FOR 0 �• ^ aP" SHEET 2 AND SHEETS 7 & B FOR LIMITATIONS. x o HOWE MODELS o 0 2. SEE SHEET 4 FOR ANCHOR INSTALLATION AND SILL INSTALLATION DETAILS ZO X p 9 BEND RADIUS 13 a xa 9 O 5 SCHLAGE LOCK COMPANY, LLC MANUFACTURING FACILITY: 9 � p QOCKSIDE STEELCRAFT X¢ 5 OCKSIDE (E)LOCKSIDE X REINFORCING 1 6810 HILLSDALE COURT 9017 BLUE ASH ROAD REINFORCING 1 REINFORCING 1 a CHANNEL --�- INDIANAPOLIs, IN 46250 CINCINNAIT, OH 45242 CHANNEL CHANNEL SEE SHT.3 THIRD ANGLE PROJECTION TITLE. STEELORM H SERIES DOUSUE DUTSWINGGLAZED COMMERCAL STEEL DOORS WITH AND S 1 SEE IS SEE SHT.3 1 FOR SILL DRAWN DAZE WITHOUT PANIC EAT DEVICES FOR SILL 3 1 1 INS..R SILL VERTICAL INSTALLATION YMF 09/70/Q7 VERTICAL CROSS SECTIONS FOR GLASS DOUBLE DOORS. INSTALLATION /� +aa' CHECKED / IN Flfelo laa YBL FD. HOOD pulp 1.2a• 1R7 Mo Ia5 10E E6 WOOD xa• WL ED. ODNOEIC 1'� +n+ E TA Im Ea � E a zs• wL ED. CONMTE INACTIVE LEAF APPROVED SIZE FLAT Dxc ND, I R GDO7 RE MORTISE LOCKSET. CYLINDRICAL LOCKBET. SECTION G-C ENC APPVL SECTION 10•B SECTCONFIGURATIOION N 11(SEE SHT.1) CONFIGURATIONS 10d 11 (SEE SHT.1) JPD 11/15/01 50A- NTS AUTOCAD MEET 14-116 CONFIGURATION 10 (SEE SHT.1) CONCRETE r MIN. LINTEL 4' MAX. () SEE SHT. 2 I 1.5' D E (D) HONEYCOMB (E) TEMPERATURE RISE CORE KRAFT PAPER. MINERAL FIBER BOARD DENSITY:17t1.5 LBS/FT3 PYROPHIBIC SYSTEMS LTD PYROPHOBIC PSL P25C-60 CORE OR MARSHFIELD DOOR SYSTEMS CALCIUM SILICATE MINERAL CORE F b D C ^'SEE DETAIL'V1' OR 'V2' SECTION CC -CC (C) STEEL STIFFENED HAT SHAPED SECTIONS C DETAIL'V1' 220A. HAT SHAPED STIFFENERS SPOTHEIDED e' O.C. TO INSIDE OF LTs FACE SHEETS AND YIELDED TOGETHER AT TOP AND BOTTOM SECTION CC -CC DETAIL'V2' 2GGA. HAT SHAPED STIFFENERS SPOTWELOED 6' O.C. TO INSIDE OF ONE tas FACE SHEET AND BONDED TO THE OTHER FACE SHEET Id]• SECTION CC -CC (F) EXPANDED POLYSTYRENE FOAM BY ATLAS EPS DENSITY:1.0 LB/FT3 OR POLYISOCYANURATE (PO.84 ELF AML EBEND Ranlus ENSITY:2LBS/FT,3,\\ `QONrD,A����� /51 " . • N. -4671. THIRD ANGLE D DRAWN 77 : ( * inn No\ ENG R E V I S DESCRIPTION APPROVAL DWG JPD REVISED DWG JPD N S DATE APPROVED ffl8b( •T'1LLVftp as ••ntyi•p why the PbeAk B•RURS Code E%pindee No,f /2i7./s E.PInB•• pet• 1 ' z NOTES: 1. CORE MATERIAL SHOWN WITHOUT CUTOUTS FOR REINFORCEMENTS MANUFACTURING FACILITY, SCHLAGE LOCK COMPANY, LLC STEELCRAFT 6810 HILLS➢ALE COURT 9017 BLUE ASH ROAD }- INDIANAPOLIS, IN 46250 CINCINNATI, OH 45242 JEC7ION TITLE: STEELCRAFT H SERIES DOUBLE OUTSWING GLAZED COMMERCIAL STEEL ODDRS WITH AND WITHOUT PANIC E)HT DEVICES DATE 0e�14 DOOR CORE OPTIONS NTS IRGD07 I B STET 15 •F 16 STEEL BUTT HINGE 4.5" X 4.5" STD, WT. MIN. #12-24 MACHINE IVES 5BB1/3CB1 SCREWS STANLEY FBB179/1900 HAGER BB1279 0 .134" MIN. THICKNESS m Fy MIN. = 36ksi 4.5 MIN CONTINUOUS HINGE IVES 112HD & 224HD STANLEY 661HD SELECT SL11HD PEMKO FM —HD SERIES HAGER 780-224HD ABH A240HD ALUMINUM 6036—T6 MIN .110" MIN. THICKNESS STEEL CONTINUOUS HINGE IVES 600 .075 (14GA) MIN. THCKNESS 1012 COLD ROLLED STEEL Fy MIN. 45ksi STAINLESS STEEL CONTINUOUS HINGE IVES 700, 700CS HAGER 790-900 MARKAR FM-300 & HG305 ABH A500 .075" (14GA) MIN. THICKNESS 304 STAINLESS STEEL Fy MIN. 31ksi CONTINUOUS HINGE NOTES: 1. QUANTITY OF SCREWS VARIES PER HINGE LENGTH, MANUFACTURER AND MODEL NUMBER 2. SCREW SPACING VARIES PER HINGE LENGTH, MANUFACTURER AND MODEL NUMBER 3. INSTALL HINGES PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS (15 MIN.) 12-24x3/4"FLAT HEAD UNDERCUT SELF DRILLING SCREW DOOR LEAF (15 MIN.) 12-24 X 1-3/8" FLAT HEAD UNDERCUT SELF DRILLING SCREW FRAME LEAF QUANTITY VARIES PER HINGE LENGTH O (18 MIN.) #10-24X 1/2" MIN. MACHINE SCREW OR SELF DRILLING EACH HINGE LEAF QUANTITY VARIES PER HINGE LENGTH 0 k0I l l 11,1�,. ..........V ON p ucFti•• y NA �t�� . R E V I S 1 0 N S DESCRIPTION DATE APPROVED APPROVAL DWGS. 11/01/13 REVISED DWG. 02/01 /15 10.38" MAX. ON CENTER TYP. x in �r n PYaY0Ct kLvmv .. r aap/� wkY tle AoeMs. ewkv a.& AKsptpK llol ^IZl .6 E�pinNv�. l#a& ►h+a+� BEND RADIUS ANEMOSTAT SG-10 HIGH SECURITY METAL VISION FRAME SCHLAGE LOCK COMPANY, LLC 6810 HILLSDALE COURT INDIANAPOLIS, IN 46250 :TFFLCRAFT H SERIES DOUBLE OUTSYMNO 1ATHOUT PANIC MOT DEVICES HINGE OPTIONS IRGD07 NTS AUTOCAD 2.75" MAX. FROM CORNER TYP. MANUFACTURING FACILITY: STEELCRAFT 9017 BLUE ASH ROAD CINCINNATI, OH 45242 JB SHT 16 OF 16