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Home My WebLink AboutNOA' � �C BY ED MIAMI•DADE St, Lucie Count% MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 24 4 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) - Miana, Florida 33I75- 7 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-7599 NOTICE OF ACCEPTANCE (NOAZ_--- w "Y minmidacle.sovleconmu Schlage Lock Company 6810 Hillsdale Court Indianapolis, IN46250 RECEI''^D DEC 14-2015 SCOPE: This NOA is being issued trader 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 true 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. DE SCRIPTION:SteelCraft H Series Single Flush Inswing Commercial Steel Doors w/ Mortise Lock w/dead bolt APPROVAL DOCUMENT: Drawing No 776W-3 Rev G, titled "Steelcraft H series Single Door (Inswing)", sheets I through 9 of 9, prepared by the manufacturer, dated 05-01-02 and last revised on 08/03/14, 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 Missile Hnpact Resistant Limitations: I . See Design pressure (Iv/ Std or SS lock strike options) in sheet 1 of the drawings. Use of 14 ga (.075"tick) Steel or Stainless Steel continuous hinges are limited to max DP=+/- 50 PSF for entire unit (see sheet 3). Doors are Not Rated for Water infiltration requirements or Fire ratings, to be reviewed by Building official. 2. Non -grouted 2" face header will require head anchors per sheets 5 & 6. Grouted 4" header with in 88" max O.A. frame height will not require header anchors. 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 sates, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for tennination 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. Tliis NOA revises NOA #13-0617.31(higersoll-Rand) and consists of this page 1 and evidence pages E-I & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chauda, P.E. , <scq� NOA No. 13-1217.11 Expiration Date: February 24, 2017 Approval Date: October 30, 2014 Page I Schlaee Lock Comnany NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings (Submitted under file as below). 2. Drawing No 776W-3 Rev G, titled "Steelcr•aft H series Single Door (Inswing)", sheets 1 through 9 of 9, prepared by the manufacturer, dated 05-01-02 and last revised on 08/03/14, signed and sealed by Thomas Gordon, P.E. B. TESTS (Submitted under files#13-1217.11/#13-1217.11/#11-0921.12/ 910-1206.02 /409-0929.05) 1. 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 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 pails and section drawings of Single flush Inswing / Outswing steel doors, marked by Certified Testing Lab, Test Reports No(s). CTLA-776W -2 & CTLA-776W -3 both dated June 07, 2002, both signed and sealed by Ramesh Patel, P.E. Note: Test report No. CTLA-776W -2 has been issued an addendum letter dated 12/03/09, issued by Certified Testing Lab, signed and sealed by Ramesh Patel, P.E. 2. Additional Reference test reports per CTLA 776 W-1 and CTLA 1035 W-2 for anchor options qualifications. C, CALCULATIONS: (Submitted under file # 11-0921.12) 1. Anchor verification calculation dated 09-05-11 and last revised on 01/25/12, prepared, signed & sealed by Thomas Gordon, P.E. 2. Hinge Load Evaluation report dated 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 (item 1 thr•u 3 submitted under file # 11-0921.12) 1. Tensile test report # CTLA-776W (0194H), dated 02/25/02 prepared by CTL Architectural Division, sheet samples, tested per ASTM E8, signed & sealed by Ramesh Patel, P.E. 2. Test Report No. 3094867SAT-001, April 13, 2006, issued by Intertek for "Surface Burning Characteristics of Building material" per ASTNM84 and self -Ignition per ASTMI929D for "FPS", issued to Falcon Foam, a Div. of Atlas Roofing, re -named as "ATLAS EPS'. 3. Tensile Test report No. A103W 1-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. lshaq I. Chanda, P.E. Product Control Examiner NM No. 13-1217.11 Expiration Date: February24,2017 Approval Date: October 30, 2014 F-1 Ingersoll-Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (Continue): 4. Test Report No. 16206-122543 (1015P200(3)), dated November 29, 2004 for " Surface Burning Characteristics of Building material" per ASTME84 and self -Ignition per ASTM1929D for "Polyisocyantirate" issued by Omega Point Lab, Inc. to Elliot Company, Indianapolis, IN. 5. Material Safety Data Sheet for "Pyrophoric core PSL P250-C60" manufactured by Pyrophobic System LTD, Canada. 6. Material Safety Data sheet for "Calcium Silicate Mineral Block" manufactured by Marshfield Door System Ine., Wisconsin. F. STATEMENTS: Except items #1 thru 5, balanced other items submitted under file # 11-0921.12). 1. Letter of conformance to FBC2010, dated 08/03/14, prepared, signed and sealed by Gordon Thomas, P.E. 2. Ingersoll—Rand press release, dated 12/10/12, integrating the brands of Ingersoll—Rand and Schlage among others. 3. 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 4. Certification of Formation dated 12-08-2003 of Schlage Lock Company, LLC, issued by Secretary of State of Delaware. 5. Statement letter dated Nov. 26, 2013 issued by Ingersoll-Rand for name change, signed by Jim Donlan, Compliance Engineer. 6. Letter of conformance to FBC 2007 & 2010 "No financial interest" dated 09/30/11, signed and sealed by Gordon Thomas, P.E. 7. Laboratory Statement of compliance, part of the above referenced test reports. 8. Addendum letter dated Jan 20, 2011, issued by Certified Testing Lab confirming testing of Alum continuous hinges w/ marked -up drawings, signed and sealed by Ramesh Patel, P.E. 9. Addendum letter dated 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. G. OTHER (Except items 41 &2, other items submitted under file # 11-0921.12) 1. This NOA revises NOA #13-0617.31(ingersoll-Rand), expiring on 02/24/17. 2. Test proposal # 14-1086 dated AUG 29, 2014 approved by RER. 3. Test proposal dated 12/03/09 for continuous hinges & SS strike plate, approved by BCCO. 4. Additional marked -up drawings provided as part of addendum letters by Certified Testing laboratory, Inc. 5. Photo of Stainless Steel Strike plate supplied by Ingersoll-Rand. 6. Schlage & Falcon Mortise Locks brochures / catalogs supplied by Ingersoll-Rand. 7. Technical brochures of butt Hinges & continuous Hinges supplied by Ingersoll-Rand. i§haq I. Chnada, P.E. Product Control Examiner NOA No.'13-1217.11 Expiration Date: February 24, 2017 Approval Date: October 30, 2014 E-2 OC Opp 5Q(D idxWxo �00 xs_ TO0 W Z� N F 3� xx WW TO It xt LL a ER 'DESIGN PRESSURE RATING (INS OOR) IMPACT RATING R E V I S I O N S LTR DESCRIPTION DATE APPROVED LUCK/STRIKE WHERE WATER IS WHERE WATER INFILTRATION A APPROVAL DWG 02/25/03 HECTIC PLATE OPTION REQUIREMENT IS NEEDED REQUIREMENT IS NOL NEEDEDA STANDARD NOT APPROVED 120 PST / -120 PS F )ARAND SMALL E IMPACT C REVISED PER DC BCCO 01/14/10 D REVISED PER DCBCCO 01/17/11 D STAINLESS STEEL �I 40' MAX. FY MIN OR 306 KSI NOT APPROVED e1]0 PST / -170 PSP FRAME WIDTH 36.00' 'Water infllraOon resistance is required when Door ease installed In non habitable MAX. — q,00' MA%, areas where the door assemblya d pt water lnBilraOon, r SEE NOTE 6, or if protected by overhang with ratio Lenpl e0 equal or prealer than 1. J. GENERAL NOTES, E REVISED PER DC BCCO 01/17/@ F REVISED PER DC BCCO 05/16/13 G REVISED NAME ll/01/l3 }- OF ANCHOR I 9.750 SEE NOTE 2, 1 I 1 E OF HINGE f EQ.A O 3 (SEE NOTE 3J � QI 4 OF HINGE 84.000 MAX, 0 08 39.9375 —L Pt OF HINGE TOP IS BTTM 10,375 4 2.000 TYP. INTERIOR ELEVATION - INSWING DOOR 1/4' X 1-3/4• TAPCON SEE NOTE 7, INTO 60NLRET (, PLACCS [--2 SPA @ INTERIOR - INSWING SILL INSTALLATION (TYPICAL) SEE SHEETS 3, 5 L 6 FOR DETAILS 5.75' NUM. 650' TYP. 1, THIS DOOR SYSTEM HAS BEEN TESTED AND NOTES, DESIGN TO MEET THE FLORIDA BUILDING CODE 1. ONE ROW OF PS074 WEATHERSTRIPPING PER JAMB AND HEAD. INSTALL PER SHEET 8 (FBC) REQUIREMENTS, INCLUDING HIGH VELOCITY 2, ANCHORING REQUIREMENTS - HURRICANE ZONE (HVHZ), SEE SHEETS 1, 5 AND 6 FOR APPROVED ANCHOR AND INSTALLATION REQUIREMETNS, 2. THE DOORS ARE LARGE MISSILE IMPACTED 3. HINGE REQUIREMENTS, MINIMUM (3) HINGES 3. BISSIMILAR MATERIAL IN CONTACT SHALL MEET LOCATIONS, 9.75' FROM RABBET IN HEAD TO CL OF TOP HINGE FBC REQUIREMENTS, 1038 FROM FLOOR TO CL OF BOTTOM HINGE ABDUCT NKv,MCD ATRne'IYIR1 wl0 ,Ar f4rI. wlmnaco-l. Z 9/i C.IAr•,Iw uw.�f6gy.2al7 Waal udp rvo-�w fm'm� EQUALLY SPACED IN BETWEEN 4. SEE SWEET 7 FOR AVAILABLE STANDARD DOOR / FRAME CONFIGURATIONS. 5. HARDWARE INSTALLATIONAS PER MANUFACTURER'S INSTRUCTIONS. 6. 4' FACE HEAD IS AVAIALABLE WHEN FRAME IS GROUTED WITH CONCRETE, TO MAX FRAME HEIGHT SHOWN. 7. APPLY CAULK AS NEEDED, e. PRODUCT IS NOT APPROVED WHERE WATER INFILTRATION REQUIREMENT IS NEEDED ITEMI QUANTITY1 DESCRIPTION I MATERIAL I SIZE ' MIN. S X, SEHRM iRIK A S B40' -Be' ' MIN, STL MAX. 86-88' DOOR SLAB I SEE SHT 7 1 LOCK SIDE REINFORCEMENT CHANNEI 1 099' MIN. SILL NOTE 3. MINCE REINFORCEMENT DOOR ASTM A621 7 601L 3 HINGE REINFORCEMENT FRAME ASTIR ASP) I IA7' MIN. SEE . 12H. X 9,19, 8 4.5' X 4.5' BUTT HINGES (SEE: SHT.3) .134 MIN, (4) N18-24 MS PER HIND NOTE 3, OPTIONAL CONTINUOUS HINGE (SEE SHL3) .750' MIN.STL /,IT ALUM. MAX, 84' 9 1 CORE MAT R ALA SEE SHEET 4 35,66' X 81.5• MAX, STEEL Y7R ETHANr A&F) POLYSTYRENE ELF) POL10 1 SEE SHEET 2 ) SCHL GE L L 9 S ISE I DQK VIDEADFICI I _OORT 2) FALCON MR -SERIES LUCK W/ DEADBOLT 11 1 M/ORTISE E OLD SILLM 125' ALUM. 6063 T5 5,5' X 0.5' X 36' MAX 3) ZERO 566A ^+ ,U78' ALUM, 6063 TS 1JAMB AREFOR71CI-CR-Iff-DWI:LU-INI MIN 16 GA BILL N= & 6 13 PS074 WEATHER STRIPPING. <..MEET 9 19 FAS-SEAL DOOR SWEEP, SHEET 9 TPE 5 0 A 0' ST BUTYL RUBBER OR 100% SILICONE m TOP CAP GALV. A60 ASTM A924 (24 GAGE) .020' MIN. STLSTRIKE REINFORCEMENT FRAME ASTM A366 ..053' MIN. STL O� P131)f Gordon Thomas Date 3759 Blossom Court Mason, OH 45040 Florida 046718 ales FACILITY, SCHLAGE LOCK COMPANY, LLC STEELCRAFTING 6810 HILLSDALE COURT 9017 BLUE ASH ROAD -�- INDIANAPOLIS, IN 46250 CINCINNATI, OH 45242 MISSILE PROJECTIQI TITLE STEELCWT N SERIES SINGLE FLUSH WSVING "Ha RCIAL STEEL RLLR V/ WR11SE LITERS GATE YMF wuvu STEELCRAFT H SERIES SINGLE DOOR (INSWING) WITH MORTISE LOCK HIGH PRESSURE APPLICATIONS SIZE FLAT "-Nu rt I 776W-3 7 STATE, NTS I AUTOCAD I IS'-' 1 or g 3/8" DIA. LAO BOLT 3.0" MIN. EMBEDMENT 1.5" MIN. EDGE DISTANCE WOOD STUD (BY OTHERS 2(2X) TO BE PROPERLY SECURED TO WITHSTAND IMPACT LOAD (2) ANSI STRIKE Fy-120,GOD PSI MIN THROW: LATCH=3/4" BOLT -I" 40" MAX. 4 36" MAX � (1., 11 SEE SHT 5 FOR ANCHORING OPTIONS AND INSTALLATION EXTERIOR 9 CORE MATERIAL SHT. 1 A 4 /J INTERIOR - INSMANO co SE_j.Ly�l(CjLON A -AA -A MORTISE LOCKSET: SCHLAGE LAV9400 SERIES FALCON MA -SERIES MIN. THROW BOLT `-3/V MN. LATCH THROW SCHLAGE L LY9400 SERIFS TOYED MORTISE K9LT W/ DEADBOLT 1.23" c • • 9.19" 'i 7 GA. 7 GA. DOOR HINGE FRAME HINGE REINFORCEMENT REINFORCEMENT N E V I S 3/8" DIAMETER WEJ-IT, POWERS LOK BOLT, POWERS POWER BOLT, LTR A DESCRIPTION APPROVAL DWOS. RED HEAD TRUBOLT OR B REVISED PER DC BCCO REDHEAD DYNABOLT c REVISED PER DC BCCO 2.0° MIN. EMBEDMENT D REVISED PER DC 8CCO E REVISED PER OC BCCO O 3" MIN. EDGE • DISTANCE PA. 3" MIN. EDGE ° nl9reucF F REVISED NAME -Q O• `MN. 2700 PSI CONCRETE OR C-90 CMU GROUT FlLLED W/r9 2000P01 AU 530.1 SEE HINGE DETAIL V MIN. THROW BOLT FALCON MA SERIES MORTISE L.00KSET H/ DEAOBOLT F D.25" 045 WIRE DOOR o,3f° HINGE SPACER 1.75° 0.50" 4.34" 0.53' 7 R 0.125' INSIDE �' 0.75" DOTES: DATE I APPROVED STRIKE DETAIL HINGE DETAIL 1. SEE SHT.1 & 7 FOR ELEVATION, MATERIAL AND SIZE 2. SEE SHT. 5 & 6 FOR WALL CONSTRUCTION, ANCHORING SYSTEM OPTIONS AND INSTALLATION. 3. SEE SHT. 7 FOR AVAILABLE OPENING SIZES, JAMB DEPTHS AND SPECIFICATIONS 4. APPROVED HARDWARE INSTALLATION IS PER MANUFACTURER'S INSTRUCTIONS IpLDBDCT „W 1yvNBrrWn pFL•F,MM'W 'Ibv 4MRGoM l3ll'� a.mL.... un Na �.v1T.no• wi l } pu.w nw. 'Lv4w1 Cordon Thomas Date 3759 BIH 45 Court Mason. OH ason. H Florida p 46718718 RMus ELINIPACNRING FACGM SCWAOE LOCK COMPANY, LLC SIEELCRAFT 5510 HUUSD E COURT 0017 BLUE ASH ROAD INDEMWws. W "M GNGNNAR. OR 0242 IANCLE PRGECIICN SKELORMT H SERIES 9NCIE FLUSH INSWNO COMMEROAL S1EEL DOOR W1 MORTHE LOCHS YMF DAA +NINL CROSS SECTION OF DOOR AND FRAME COMMERCIAL LOCK HARDWARE STEELCRAFT H-SERIES SINGLE DOORS " HIGH PRESSURE APPUCA11ONS p 92E Ml DNL NO, p£V ��—� F s<WE: NTS 1 AUTOCAD 2 or 9 GROUT FILLED FRAME HEAD F'g 2000 Pal ACI 530.1 FSEE:4"MAX. NOTE 6. � \.f1IVVryCL \ m i w$ a INTERIOR _2" FACE HEAD DETAIL /-2(2X) BY 0 ,1..5" MIN EDGE DISTANCE/ ENGINEERED ml1lm INT. B� 3/8" CIA. SCREWS INTO WOOD OR CONCRETE ELY _ SEE DETAIL SHEET 5 & 6 BUTT HINGE #12-24 MACHINE 4.5" X 4.5" STD. WT. MIN. / SCREWS HAGER BB1279 / STANLEY F88179/1900 IVES 5B81/3CB1 0 .134" MIN. THICKNESS Fy MIN. = 36ksi l _�ji I j 2" MAX. �U o SEE NOTE 2 5 Z. 5 ® CONTINUOUS HINCE IVES 112HD & 224HD 1 = STANLEY 661HD w SELECT SL11HD ® PEMKO FM -SERIES 84" HAGER 780-224HD MAX. w MIN. 6063-T6 ALUMINUM ® .110" MIN. THICKNESS EXTERIOR SEE 1.25' MIN. EDGE DISTANCE INTO WOOD 2-1/2" EDGE SEE SHT 5 & DISTANCE INTO CONCRETE SECTION 8-9 MORTISE LOCKSET SCHLAGE L/LV9400 SERIES FALCON MA -SERIES < ll� NET DOOR HEIGHT - 2.063"" MIN. MIN. y (15) 12-24z3/4' UNDERCUT SELF SCREW DOOR LEI c (15) 12-24 X I- 9 6 SHT 9 1.25" MIN. o EMBEDMENT D WOOD OR (19) #10—: CONCRETE SILL MACHINE S DRILLING E I�I84, FOR SILL INSTALLATION DETAIL STAINLESS STEEL MAx. D CONTINUOUS HINGE T LIMITED TO +/- 50 PSF eT HAGER 790-900 MARKAR FM-300 & HG305 .750" MIN. THICKNESS Fy MIN. 31ksi Eel Q 12 ga. LOCKSIDE REINFORCING CHANNEL r 0.69" /J• s' (OPENING WIDTH -3/8"" 1.66" 5 010E 14 GA. END -CHANNEL / 3.50 TOP & BOTTOM OF DOOR APGF 'R E V I S I Q N S LTR DESCRIPTION DATE APPROVED A APPROVAL DWGS, 02/26 03 C REVISED PER DC6CC0 01/15/10 0 REVISED PER DCBCCO 01/07/11 E REVISED PER DCBCCO 01/17/12 F REVISED NAME 11/01 /13 RAT HEAD )RILLINC F .3 8' AT SELV FRAME LEAF' A,GDMT HrVI\pA MeaOpwn WII61MROHEn n°,m,R .2t •II EVpinllm ode 7�7�•1!� oy / _I— (/I�I�I Cordon Thomas Date 3759 Blossom Court Mason. OH 45040 FlOrldo N 46718 omen MC"mnl TYPICAL FRAME PROFILE 4.00" OPTIONAL FOR HEAD (D SECTION (SEE NOTE B.) C 2.00" MIN. JJ SELF 1.94 M 1� 51 B" . LEAF /III"_ 5.75"" NOTES,- DOOR SIDE NOM. 1. SEE SHT.1 & 7 FOR ELEVATION, MATERIAL AND SIZE 2. SEE SHT.1 NOTE 2. FOR ANCHOR REQUIREMENTS 3. SEE SHT. 5 & 6 FOR WALL CONSTRUCTION ANCHORING SYSTEM OPTIONS AND INSTALLATION 4. SEE SHT. 7 FOR AVAILABLE OPENING SIZES, JAMB DEPTHS AND SPECIFICATIONS 5. APPROVED HARDWARE SHOWN, INSTALLATION IS PER MANUFACTURER'S INSTRUCTIONS 6. HEAD SECTION CAN HAVE 4" FACE DIMENSION WHEN IT'S GROUTED WITH CONCRETE AND WITHIN MAX UNIT HEIGHT 7. STUD WALL CONSTRUCTION STRUCTURAL MEMBERS MUST BE DESIGNED TO COMPLY WITH APPROVED DESIGN PRESSURE RATING WITH 283#/FT BASIS ,[us SCHLAGE LOCK COMPANY, LLC MANUFACTURING FACILITY. 6810 HILLSDALE COURT STEELCRAFT INDIANAPOLIS, IN 46250 9017 BLUE ASH ROAD CINCINNATI, ON 45242 xE ..cl. nnE SWRf Mi x MWES 9NLLE RLSN INSAIN6 WHME Sa DMSI DMt W/ MonnaC L S OAX CROSS SECTION OF DOOR AND FRAME a/Io/DE COMMERCIAL LOCK HARDWARE STEELCRAFT H-SERIES SINGLE DOORS HIGH PRESSURE APPLICATIONS I E MT Dee Na. RW 776W-3 F SCA . NTS I ALITOCAD I I SHT 3 OF 9 (A) EXPANDED POLYSTYRENE FOAM (B) POLYISOCYANURATE BY ATLAS EPS (POLYURETHANE) DENSITY: 1.0 LSS/FTa BY ELFOAM. DENSITY:2 LBS/FT3 D (0) HONEYCOMB KRAFT PAPER. 1 D E ^'SEE DETAIL'V' t3 CI SE®CTION CC -CC C (C) STEEL STIFFENED HAT SHAPED SECTIONS 20 GA. MIN. LTR DESCRIPTION DATE APPROVED A APPROVAL DWGS 02/26/03 B REVISED FOR SUBMITTAL 03/30/04 C NEW REVISION 01/14/10 D REVISED PER DC BCCO 01/07/11 E REVISED PER DC 8CCO 01/17/12 DETAIL'V' HAT SHAPED STIFFENERS SPOTWELDED 6" O.C. TO INSIDE OF FACE SHEETS C 1.75' AND WELDED TOGETHER I AT TOP ANO BOTTOM rpunac•r Revn[n omit, Cod, Io n. none. ANtpM1�e N� 2/ •fi SECTION FF-FF IErMnzw wi�� uZ� LUAoI U—ir—rvJ—x"C—mW"'` DOOR WIDTH STIFFENERS FF FF 3�-U„ 8 NOTE: CORE MATERIAL SHOWN WITHOUT HARDWARE REINFORCEMENTS As�Lg1}i14 Gordon Thomas Dote Mason, Florldo BUBB RADIUS MANUFACTURING FACIUTY: SCHLAGE LOCK COMPANY, LLC STEELCRAFT .. .. 6810 HILLSDALE COURT 9017 BLUE ASH ROAD �_ INDIANAPOLIS, IN 46250 CINCINNATI, CH 45242 1RIRD MOLE PROJECTION n DRAWN DAIS 51EELCRArT H SERIES SINGLE {LUSH INSMNO COMMERCIAL STEEL DOM W/ MDR¶SE LOCKS (F) EXPANDED POLYSTYRENE FOAM YMF q.,Ae MINERAL FIBER BOARD BY�TLAS EPS, DENSITY:1.0 LB/FTa DNECNED DOOR CORE MATERIAL OPTIONS DENSITY:1731.5 LBS/ aptS-YsSc-G' OR POLYISOCYANURATIE wPPROWTn slzE DAT DWD ND. REv BY PYROPHOBIC SYSTEM LTD OR (POLYURETHANE) %%6 V-3 F MARSHFIELD DOOR SYSTEMS �`,+� ' -BY ELFOAM. DENSITY:2 LBS D ENa "°°"" /AL¢W Srtim A;r ,/.�rr,rat $LcA � Ac; /FT scALE: TUTS AU TOCAD SHT 4 OF 9 A WRE MASONRY ANCHOR INTO GROUT FILLED FRAME AND a(Q K VTNLL t• I e'NY. TOTAL All HIRE p g V % 7' BDoas PER AND AN F BF WRE N.OR M. flEFEA TO 4LL ..... B• e.e• wx. D"Go4EN1 WRE MASONRY ANCHOR lrii 3YEi18: ..EJJIMOH PD/w' MASONRY BLOCK WA eRUEIi DASID MAE MIN. B•%B'%le' CMU PIV Fr MI . H K51 F'g-2000PB1 GROUT ACI 530.1 - GROUT FILLED FRAME HEAD F'g 2000 Psi ACI 530A 4" MAX. SEE NOTE 3. s ,ME BQ 5 ,alit' H1 I—ao fl �1 /_ DETAI M2 THIS 91EET Mn. in nc�u le. AOtD,I� FNOIORDS PFA DNM O OR �M.11L uO BOL15 Ix HIM f a vroa u�ul. _ SM e• D ANCHOR FRI NAX. IPffAE0 ow011 DETAIL e• HAA.J WOOD STUD ANCHOR (LOCK -IN OR WELD -IN) e/B• 0 Pr wx-]B xu 3 INT CIHSW IKy DKIi 0 AEu SPACE 4l- IS INT J IYPMAL to\Tt\ I•eFENE1NRATH".. yNI1' clBl`1 TOR WOOD STUD WALLS AN TOTA1 PEfl SEE NOTE 1. MM INTERIOR _Lvn 1 HEAD WITHOUT ANCHOR DETAIL H1 1.5" MIN 1.5" MIN EDGE - EDGE DISTANCE DISTANCE © STFFI_ STD ANCHOR rO. DI B•— I—_ e' 1r OF TWAL I INHER a. IN HEAD (B� s1EEL sw' )NWPGS PER JANO; 3' % )' D000.5 ( sREL STUD Wd 00.5 w HEADSTUD F CF s1EEL L ANCNpt M. "OH STEEL STUD ANCHOR WELD -IN OR LOCK -IN (I) PER ANCHOR 0.E. EMDEOHCNL Fy _ Drx51 O 9 CA MN. STEEL STUD WALLS SEE NOTE I. INTERIOR O O \� SHIM SPACE 1/4" MAX. HEAD ANCHOR DETAIL H2 SEE SHT 9 SEE SHT 9 INTERIOR RS' MI EDGE DISTANN. CE INTO WOOD WOOD OR 2-1/2• EDGE CONCRETE SILL DISTA CE INTO CON RETE EMBEOMEN 125E MIN. SILL DETAIL (SIDEVIEW)DETAIL (SIDEVIEW) R E V I S I❑ N'S LTR DESCRIPTION DATE APPROVED I THIS %0CT A APPROVAL DWGS. 02/2G/03 I "a B REVISED FOR SUBMITTAL 03/30/04 un% C REVISED PER DC BCCO 01/L5/10 Y L D REVISED PER DC BCCO 01/07/11 IB' IX E REVISED PER OC BCCO 01/17/12 W x L IB' OC F REVISED NAME 11/01/13 uA% % I-3/4' TAPCON INTO CONCRETE PLACES W/ 2-)/R' EDGE DISTANCE 1-1/4' MIN. EMBEDMENT X 1-3/4' WOOD SCREW (3) PLACES 1-1/4' EDGE DISTANCE AND Now 'fhomas Dale NOTES: OIL IxSTAUAn. I. STUD WALL CONSTRUCTION STRUCTURAL MEMBERS MUST BE ( sPvwo �DM DESIGNED TO COMPLY WITH APPROVED DESIGN PRESSURE RATING WITH 263q/FT BASIS 2. NUMBER OF ANCHORS FOR VARIOUS OPENING HEIGHTS IS nloouET NUvroEO LIMITED BY MAXIMUM DISTANCE BETWEEN ANCHORS, SHOWN nvWnL •DN IEL )Tgld\ ON THIS SHEET. BnialPs em. / 3. HEAD SECTION CAN HAVE 4" FACE DIMENSION WHEN IT'S !3 /2/7/• E.Nmbn D.n z�r7 GROUTED FULL. 2" FACE HEAD WITHOUT GROUT REQUIRES /1 (3) EXPANSION OR LAC BOLTS IN HEAD 6" FROM EACH JAMB nl�n,tiTw. r)oen cenn AND EQUALLY SPACED. tMTctjtK tekswTR74 4. ELEVATIONS SHOWN FROM EXTERIOR FOR-OUTSWINBAPPLICAT SCHLAGE LOCK COMPANY, LLC MANUFACTURING FACILITY: OBIO HILLSDALE COURT STEELCRAFT }_ INDIANAPOLIS, IN 46250 9017 BLUE ASH ROAD CINCINNATI, OH 45242 2c TIM TIMED BRa1RArt H SFAI[s RHOx FLUSH w5\nxo Couuaon IHOL Dour w/ MDQnM LI S DnTE B/m/Dz ANCHOR DETAILS / MOUNTING CONDITIONS NTS 776W-3 IF SHT 5 OF 9 In 4• FACE HEAD uAY RITAL �L ANpII'ERINN 4 m NwE N NE m AN MAR .8 MC REEfft 10 5LL w Tms s 5BiE T oEruL HELT O2 / 2 B JAMB LOCK —IN WELD —IN 3• MIN. L40NMEHri— IINTfRiIiR~ �F R' MIN. ❑E (ro�]AL VMS IN NEAR lw• •_ ^^^ 9.]a' NAX WIN u0 JOBS g 9.]a• o NAx. ] S N ]' DOgIS NAY (PE0. ANCHOR, bI LM) SOTS I, B.'4: NM. IN HEM I F m WOM 9.35' M/S. $NJ a,3N' A4mOR 1 R. D• 2 JAMB JAMB LOCK —IN WELD —IN 1 INTERIM a' RUN, COMMENTJI �I 'INTERIOR Pa' NIX. [NBmMFHi CRIME •i. EOCE y N, \I 1 1 LAD BOL EX RN3R ]• ]/9 qA MR.. E M .]moon W' m m ` MN. WSEDMNIi 0NA CRWT RUED ENIN 4•ACE WE 11.. RAWL LON-BOIi, B/L• Mw 911N SPACE ETETERIDR 1 4 MAX. INTE91GL W000 STUD WALLS 90) CNU BLOW WALL PCNFR BMi. 1}PICAL RE .. IRUBOT IYPICAI / SEE MOM 1. GROUT FILLED moYNABWT I.:SLLm4\ \ any V. t\\ FRAME HEAD `°L2 1 5" MIN 1.F60 F'g 2000 PSI MIN ACI 530.1 DISTANCE DISTANCE 2(2X) BY OTHERS TO BE ENGINEERED SEPARATELY— 3.0" MIN :.�J'..:'>.'>.':.'>:pii3`i:tii} EMBEDMED 4" SEE NOTE MAX. "' i:•a'.!:::i::i:iiii: a'.:.....:........:.4 3. :..::::::.::.:: :•:::::: d:': . INTERIOR O O SHIM SPACE ....... :.'.......:' i':4Frr::.%�:.%...%.:::::::: 1/4" MAX. INTERIOR _L_/n II HEAD WITHOUT ANCHOR DETAIL Hl HEAD ANCHOR DETAIL H2 4 SEE SHT 9 SEE SHT 9 INTERIOR 1.25' NIN. EDGE DISTANCE INTO WOOD WDDD DR DISTANCE RNTO CONCRETE SILL tt CONCRETE EMBEDMEN SILL DETAIL (SIDEVIEW) LTR DESCRIPTION DATE APPROVED A APPROVAL OWES, 02/26/03 B REVISED FUR SUBMITTAL 03/30/04 C REVISED FOR SUBMITTAL 01/14/10 D REVISED PER DC BCCO 01/07/1) E REVISED PER DC BCCO 01/17/12 F REVISED NAME 11/01/13 / #14 X 1-3/4' WOOD SCREW (3) PLACES C� W/ 1-1/4' EDGE DISTANCE AND 1.7V Xm. 1-1/4' HIN, EHBEOMENT NOTES: BILL msTAUADW 1. STUD WALL CONSTRUCTION STRUCTURAL MEMBERS MUST BE �tmmALa DESIGNED TO COMPLY WITH APPROVED DESIGN PRESSURE sxlxD DOR RATING WITH 283J)/FT BASIS 2. NUMBER OF ANCHORS FOR VARIOUS OPENING HEIGHTS IS IRODL'(T NRVBYFD LIMITED BY MAXIMUM DISTANCE BETWEEN ANCHORS, SHOWN NL9N*i'.m,MPN]W. ON THIS SHEET. AaM,HI mNWR /3 rZi •jr 3. HEAD SECTION CAN HAVE 4° FACE DIMENSION WHEN IT'S c.pinnw 2. GROUTED FULL. 2' FACE HEAD WITHOUT GROUT REQUIRES (3) EXPANSION OR LAG BOLTS IN HEAD 6" FROM EACH JAMB N� 6u.W Im ( AND EQUALLY SPACED. 77NTT�-RMR W6wIN10 4. ELEVATIONS SHOWN FROM EXTERIOR• FOR aliTS NtlG APPLICAT SCHLAGE LOCK COMPANY, LLC MANUFACTURING FACILITY: 6010 HILLSDALE COURT STEELCRAFT INDIANAPOLIS, IN 46250 9017 BLUE ASH ROAD CINCINNATI, OH 45242. EIEELCMFT H SERIES UNCLE RUSH WSMNO MANDICIAL STM DOOR W/ MORDSE CONS ANCHOR DETAILS / MOUNTING CONDITIONS 776W-3 IF SHT 6 OF B AVAILABLE DOOR CONFIGURATIONS TABLE 1. (SEE NOTE 1.) DOOR TYPE CORE MATERIAL MAXIMUM OPENING SIZE SKIN MATERIAL WIDTH HEIGHT DESCR. GA. MIN. THK PER SHT.7 FLUSH HONEYCOMB CRS 16/.053" POLYSTYRENE _ 3'0" 7'0" GALV 14/.067" POLYURETHANE STEEL STEEL STIFFENED 3'0" 7'0" CRS 16/.053" STIFFENED GALV 14/.067" TEMPERATURE MINERAL FIBER 3'0" 7'0" CRS 16/.053" RISE CORE GALV 14/.067" EMBOSSED POLYSTYRENE/ 3'0" 7'0" GALV 16 / PANELS HONEYCOMB .053" AVAILABLE FRAME CONFIGURATIONS TABLE 2. (SEE NOTE 2.) FRAME SERIES JAMB DEPTH MAXIMUM OPENING SIZE MATERIAL WIDTH HEIGHT DESCR. GA. MIN. THK 16/.053" F 5.75" 3'0" 7'0" CRS/HRS 14/.067" NOM. GALV 12/.093" MU 5.75 3'0"7'0" CRS/HRS GALV 14/.067" TAR[ F 3 QTFFI none /FRAAAF AAFr LIAlUlr AI PDr\DCA TIFC MATERIAL ASTM REF. DOOR FRAME YIELD KSi TENSILE KSi YIELD KSi TENSILE KSi CRS ASTM A366 44.7 MIN. 50.2 MIN. 31.1 MIN. 41.5 MIN. HRS ASTM A1011 44.7 MIN. 50.2 MIN. 31.1 MIN. 41.5 MIN. GALV: A60 ASTM A924 44.7 MIN. 50.2 MIN. 31.1 MIN. 41.5 MIN. R E V I S I N S DESCRIPTION _❑ DATE APPROVED APPROVAL DM 02/28/03 REVISED FOR SUBMITTAL 03/30/04 REVISED FOR SUBMITTAL 01/14/10 REVISED PER DC BCCO O1/D7/11 REMSEO PER DC BCCO 01/17/12 REVISED NAME 11/01/13 MoODCr Kr'Wo P. Mll l6e FbR4 11I�1 /u w''^^ I/�1 q��4T wl.ICIW A"� Fug N. 21 1.11 z -i (/�lT7A/\ 11 J U I np,.noa 0.0 _ 2410.IN ,w.41 oro,d Gordon Thomas Date 3759 Blossom Court Mason, OH 45040 Florida #46718 NOTES: 1. DOOR CONSTRUCTION 1.1. MINIMUM DOOR THICKNESS - 1 3/4" 1.2. DOORS AVAILABLE IN FLAT AND EMBOSSED SURFACE MODELS (SEE TABLE.1) 1.3. ALL DOORS ARE FLUSH - NO LITES OR LOUVERS APPROVED 2. FRAME CONSTRUCTION 1.1. 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.2) 3. FOR DOOR/FRAME MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 3. YMF MANUFACTURING FACIUTC SCHIAGE LOCK COMPANY. LLC SIEELCRAFT 6810 HILLSDALE COURT 8017 BLUE ASH ROpO INDIANAPOLIS IN t6250 CINCINNAD. ON 45242 DOOR AND FRAME CONFIGURATIONS AND MATERIAL SP HIGH PRESSURE A 776W-3 IF SHT 7 BENT TABS TO SECURE ASSEMBLY 1 "KNOCKED —DOWN ASSEMBLY NELDED HEAD NOTCHED AND BUTTED BETWEEN JAMBS 2" MAX. 0.438" J 1.94" MIN. I 5.75" NOM. VARY 1.56 0.438" HINGE JAMB MIN, O V VELDED HEAD SITS ON TOP OF NOTCHED JAMBS v1 Tcl HEAD O 16GA. (.053") STEEL JAMBS WEATHERSTRIPPING DETAIL (ALL DIMENSIONS TYPICAL EXCEPT WHEN SPECIFIED) N 'SUA' SET—UP AND ARC —WELDED ASSEMBLY 08 X 5/8 TRUSS 'MU' "MULTI —USE" SERIES ASSEMBLY F 2" MIN. NON—GROUNTED 4" MAX. —GROUT FILLED STRIKE JAMB 2O R E V I S 1 0 N S DESCRIPTION DATE APPROVED APPROVAL DWC 02/26/03 REVISED FOR SUBMITTAL 03/30/04 REVISED PER DC BCCO 01/15/10 REVISED PER OC BCCO 01/07/11 REVISED PER DC BCCO 01/17/12 REVISED NAME 11/01/13 1.75" 0.50" 0.062" so DIMPLED HOLE FOR ,�BXI—I /2 PHFH SELF-111 SCREW 14GATOPCAP 'I7 �MlI TOP & BOTTOM CHANNEL L=FULL DOOR WIDTH 14 GAGE /4 � 8/3/)� Cordon Thomas Date 3759 Blossom Court Moson, OH 45040 Florida N46718 RADIOs MANUFACTURING FACIUTY. SCHLAGE LOCK COMPANY, LLC STEELCRAFT 6810 HILLSDALE COURT 9017 BLUE ASH ROAD INDIANAPOLIS, IN }-�- 4625D CINCINNATI, OH 45242 ANDS PROACRON 11RE STURC M N SEAIES SNM RV91 INSWNC WUMMO& SWO.OM W/ MORR$ tOCMS CORNER DETAILS AND WEATHERSTRIPPING ATTACHMENT FOR FLUSH FRAME AND MU FRAMES YMF ATE mAe/R ' SRE RAC Rq 0.N 1.1 776W-3 F vvt s At' NITS I AUTOCAD ISHT 8 OF 9 3.91 --{— 13.9 —I— 13.9 —I— 3.91 SEE NOTE I RIGID SECTION 1� 3MAX. EE NOTE 2, MAX, -I I—�- 0.75 Ei ______ FLEXIBLE 125 SECTION SEE NOTE 3, FAS-SEAL DOOR SWEEP 14 BUMPER-\ 0,125 II 4� 0.13 rI 5,00 —Q'S0 ZERO INT'L 566 SERIES THRESHOLD 11s WITH NEOPRENE BUMPER 6063-T5 [IT T6 ALUMINUM FLEXIBLE SEAL ��o.o7e 0,50 SEMI -RIGID 0.251 1 5.00 —� PEMKO 2005 SERIES THRESHOLD 171 WITH SILICONE, VINYL O 0,016' OR PILE SEAL 6063-T6 ALUMINUM BUMPER -\ 0.078 0.25 r I0.50 5.00 —I NATIONAL GUARD 950 SERIES THRESHOLD WITH SILICONE, VINYL 11"2 OR NEOPRENE BUMPER 6063-T5 ALUMINUM R E V I S DESCRIPTION APPROVAL DWG REVISED FOR SUBMITTAL REVISED FOR SUBMITTAL REVISED PER DC BCCO REVISED PER DC BCCO REVISED NAME 0,469' 40.00\, rppppUCr hl:vr>[II WYLv MiNM i1MY /j fluMInI CM, [rWn1IpY Uel�•�j_'�—�Lfl zp f I 0,50' I w�.w ow:naeidc a •.S4 PS-074 SELF-ADHESIVE 13 WEATHERSTRIPPING �4" 1["m Gordon Thomas Date 3759 Blossom Court Mason, ON 45D40 FLorlda M46719 NOTES, ❑ N S DATE gPPROVED 02/26/03 03/30/04 01/07/11 1. SLOT LOCATIONS MAY VARY WITH DIFFERENT DOOR WIDTH. (MAX. 36') 2. DOOR SWEEP RIGI➢ SECTION IS MADE OF PRO -FAX DPD-199 POLYPROPYLENE HOMOPDLYMER 3, DOOR SWEEP FLEXIBLE SECTION IS MADE OF SANTOPRENE 0101-73 73 DUROMETER - SHORE A SCALE SCHLACE LOCK COMPANY, LLC MANUFACTURING FACILITY: 6810 HILLSDALE COURT STEELCRAFT INDIANAPOLIS, IN 46250 9017 BLUE ASH ROAD YMF avow¢ DDDR ACCESSORIES BOTTOM SWEEP n THRESHOLDS AND VEATHERSTRIPPING 776W-3 F SHT 9 OF 9 SCApNNED }�� MIAMI•DADE St. Ludle COUtISy ntL1M1TROL SECTION COUNTY c PRODUCT CONTROL 111805 SW 26 Srrcet, Room 208 Miami Florida 33175.2474 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 'T (786) 315.2590 F (786) 315-2599 BOARD AND CODE ADMINISTRATION DIVISION t1111v nttamidndc envleconomv NOTICE OF ACCEPTANCE (NOA) Schlage Lock Company 6810 Hillsdale Court Indianapolis, IN 46250 SCOPE: This NOA is being issued trader 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 (fit Miami Dade County) and/or the AIIJ (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 Iaterial 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. t!teir jtnisdiGiou. 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 Single Flush Outswing Commercial Steel Door whvo Panic Exit-LMI APPROVAL DOCUMENT: Drawing No IRF S07 Rev K, titled "Stcelcraft I.1 series Single Flush outswiug", sheets l through 13 of 13, prepared by the manufacturer, dated 05 20-07 and last revised on 03117/15, signed and sealed by Thomas Gordon, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance Dumber and expiration (late by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressures, Sizes, Ilardwac and Water infiltration (Threshold types) limitations it sheets 1, 2 and 5 o Ito drawings. Lower design Pressure shall control the assembly. 2. E1Fom P200 (Polyisocyatrate) is by Elliott Company of Indianapolis. 3. Use of Ives Viewers (model IJ696113698) is limited to +/-75 PSF. 4. Electrical/Electronic fturctions and Fire ratings are not part of this approval, such functions to be reviewed and tr approved by AHJ. N LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Cincinnati, Ohio and Series `t' and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. r W Lj RENEWAL of this NOA shall be considered aftera renewal application has been filed and there has been no c range o in the applicable building code negatively affecting the performance of this product. tnj TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the nuderials, use, and/or manufacture of [he product or process. Misuse of this NOA as an endorsement of any product, for vsales, advertising or any other purposes shall automatically ternrinnto this NOA. Failure to comply with any seolion Of Uj this NOA shall be cause for termination and removal of NOA. Cx ADVERTISEMENT: "The NOA number preceded by the words Miami -Dade County, Florida, :tnd 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 thejob site at the request of the Building Official. This NOA revises & renews NOA #12-0305.14 (Ingersoll-Rand) and consists of this page l and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chandly P.E. 13 1217 16 MIAMIDADE COUNTY,, �\l NOA No. - Expiration Date: May 05, 2016 Approval Date: May 07, 2015 Page 1 Sc_hlaee Lock Conlparly NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS ]. 2a:urfachuer's parts and sections drawings (Submitted under file as below). 2. Drawing No 1RF S07 Rev K, titled "Steelcra0 H series Single Flush outswing", sheets I through 13 of 13, prepared by the mmnufacturer, dated 05-20-07 and last revised on 03/17/15, signed and sealed by Thomas Gordon, P.E. B. TESTS (Submitted under files R12-0305.14/ 910-0209.071407-0829.04) 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 out*`;— 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) 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 pails and section drawings of double outswing steel doors w/CVC panic exit and Peep hole, marked by Element Material Technology, Test Reports No(s). ESPOI1623P dated May 14, 2013, signed and scaled by Jason Sheen, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FHC 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 [tic., 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 09/26/08, all signed and sealed by Gerry Ferrara, 1'. 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) Air Infiltration Pest, per TAS 202-94 2) Water Resistance Test per FBC TAS 202-94(Not conducted) 3) Uniforih 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 PA 202-94 Along with manufacturer's parts and section drawings of double flush outswing steel doors, marked by National Certified 'resting Lab, Test Reports No. NCTL-210- 3580-2, dated March 25, 2009, signed and sealed by Gerry Ferrara, P. E. I Isimq I. Chinch, P.E. Product Control Exarniner NOA No. 13-1217.16 Expiration Date: May 05, 2016 Approval Date: May 07, 7015 E-1 Schlaee Lock Conwany NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 5. Test report on (transferred from file ti 07-0829.04) 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 scaled by Ramesh Patel, P.E. Note: Test report CTLA-1035 W has been revised by an addendum letter dated Feb 20, 2009, signed and sealed by Ramesh Patel, P.E. 6. Additional Reference test report No.CTLA-1107W for strap anchor qualification. C. CALCULATIONS: (Submitted under file # 10-0209.07) 1. Anchor verification evaluation report dated 04/27/2007 and last revised on 07/14/2009, prepared, signed & scaled by "thomas Gordon., P.E. 2. Hinge Load Evaluation repot 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 6 thru 9, submitted under file # 10-0209.09) 1. Material composition & Flammability properties and Material Safety Data sheet of Pyrophobic P25C-60 core by Pyrophobic System LTD, dated DEC 05, 2010, issued by L. Zhvanetsky, chemical consultant. 2. Material composition & Flanrtnability properties and Material Safety Data sheet of Calcium Silicate mineral block, issued by Marshfield Door Sys, Inc., Marshfield, WI 54449. 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 ASTME84-12 for "Elfoam P200", issued to Elliott Co. of Indianapolis Inc. 4. Test Repot 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., Tndianapolis, TN. 5. 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 Bunting 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' U ishaq t. Chandx, r'.E. Product Control Examiner NOA No. 13.1217.16 Expiration Dale: May 05, 2016 Approval Date: May 07, 2015 E-2 Schlage Lock Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue) 7. Tensile Test report No. A 103W 1-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. 8. Test Report No. 3094867SAT-001, April 13, 2006, issued by hntertek for "Surface Bunning Characteristics of Building material" per ASTME84 and self -Ignition per ASTMI929D for "BPS", issued to Falcon Foam, a Div of Atlas Roofing, re -named as "ATLAS EPS'. +. STATEMENTS: Except items 91 tluzi 5, balanced items submitted under file #10-0209.09. 1. Letter of conformance to FBC 2010, dated 02/15/12 & 03/17/15, prepared, signed and sealed by Gordon Thomas, Y.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 Ingersolt—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 01/17/06 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 02, 2010, prepared, signed and sealed by Gordon Thomas, P.E. 7. Laboratory Compliance statement issued as part of the above test reports. 8. Addendum letter dated 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. 9. 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 1. This NOA revises & renews NOA 912-0305.14 (Ingersoll-Rand), expiring on 05/05/1(� 2. One year conditional approval, subjected to successful verification test. 3. Request for l-Year renewal by Schlage Company dated 03/26/15, signed by James Donlan. 4. Test proposals # 14-0252, -0254, 414-1086, 414-0254-R1 and 412-0797R approved by RER. 5. Consolidation Test proposal 4 06-2468, dated 04/27/07 approved by BCC0. 6. Previously consolidates NOA (s) associated with this files are NOA # 10-0209.07, 07-0829.04, 02-0712.01, 02-0712.03, 03-0908,01, 04-0203.03, 04-0303.03 and 05-0103.01. 7. Technical brochures of butt Hinges, continuous Hinges, Schlage & Falcon Mortise Locks, Supplied by Sclilage Company (former Ingersoll-Rand). � L+�, -.- shnq I. Chanda, P.E. Product Control Exaniiuer NOA No. 13-1217.16 Expiration Date: May 05, 2016 Approval Date: May 07, 2015 E- 3 MORTISE LOCKSET WITH CYLINDRICAL LOCKSET CYLINDRICALLOCKSET CYLINDRICALLOCKSET SURFACEVERTICAL CONCEALED VERTICAL DEADBOLT FUNCTION 112"THROW LATCH 112"THROW LATCH 314"THROW LATCH ROD EXIT DEVICE ROD EXIT DEVICE TMREE-POINTLATCHING RIM EXIT DEVICE EXIT DEVICE NOTES: 1.INT5RIOR VIEWS ARE SHOWN FOR ALL ELEVATIONS 2. SEE TABLE I ON SHEET 3 FOR HARDWARE APPLICATIONS AND LIMITATIONS 3. SEE SHEET 3 813 FOR HINGE REOUI REMENTS 4. SEE SHEET FOR ANCHORING TYPES AND LIMITATIONS 5. SEE SHEET 5 FOR WEATHERSTRIPPINO INSTALLATION DETAILS AND LIMITA 6. SEE SHEET 4 AND 5 FOR SILL INSTALLATION DETAILS RIM EXIT DEVICE PENIN6 WIry IM aYrninti room e Ttxx M11PI.»� !t2! rwlwx x nyxmxrtoro � °`�iuPio Miel v: «!lino �OOlo lMS XOla 1156 rt LEE x5ilEx r MORTISE EXITALARM a EXITDEVICE LOCK D mul LTR DESCRIPTION DATE APPROVED A APPROVAL DWG YMF 05/20/07 C REVISED DWG RAP 12/10/07 D REVISED DWG YMF 01/04/OB E REVISED DWG YMF 03/31/08 F REVISED DWG YMF 06/02/00 G REVISED DWG YNF 01/20/10 H REVISED ➢WG YMF 04/07/10 J REVISED NAME JFD 11/01/13 K REVTSEO DWG JPD 02/01/l5 CYLINDRICAL RIM DEADLOCK _ EXITDEVICE F 45• MAX. DOOR -I OPENINGWIDTH ,L p lMnox PE4V[� FrM P! W W[MLVa n*G ! n x o:X6n: xx lxce_ YDUCINlVaYCD ixl.lMq wM1\Itr PbrIY SCHLAGE LOCK COMPANY, LLC 6910 HILLSDALE COURT INDIANAPOLIS, IN 46250 F x O 3 0 9017 BLUE ASH ROAD CINCINNATI, ON 45242 iWNO COMMEROIN. STEEL DOORS APPROVAL IARDWARE CONFIGURATIONS IGLE FLUSH DOORS. PCV IRFS07 K NLEI 1 °P 13 Deor cpnn9u..npn 1 2 3 9 5 6 T 6 9 10 11 12 13 I ' t Maximum Doaan PSF Pmm,m, Maximum Upenino Dao7 slap. In. LaoMnO H.raware Ehood' m i Commnnls LTR DESCRIPTION A APPROVAL DWG YMF D REVISED DWG RAP C REVISED DWG RAP D REVISED DWG YMF E REVISED DWG YMF F REVISED DWG YMF C REVISED DWG YMF H REVISED DWG YMF J REVISED NAME JPO K REVISED DWG JPO - ' ' POEl0y6 Ne9a0ya WI6N Height Harawue Femlly MDao08000s SWko Meaelo Sterna 75 75 4S 9G Minba Lock ULV940DIAD MD 10072 Schlage motions wthc thl�laldbolithlll, r B. U. a¢Eahalt 76 75 66 48 96 MPaIEp Lack M ANSI Falcon 66 40 56 Cylindrical Lock AL 1a025 Schip'. 1R•11Kmwmtch 65 06 40 96 Clinanwl Lock CONDOM CYL 10025 GoIRO, lie lluwrlalon 75 75 49 9B CYllnEricm Lixk DINDIAD CYL 10025 SON., Y4•nvoxmmn 76 76 48 98 Cyllndrhal lxk T ANSI FelCon wo- In. lalcn TD To 48 Bs sonata vemcal Rol Exit Dod.. � an(F) 299F1499FTop, 30AU245L4 Bottom on VDuplo ]0 TO 40 96 sonata VENcttl Rua Exit MO..1F125V 3180 Tap, 21300011om Felcan TO TO 45 96 Concealed VPfli Rod Exit Devco 90I994T-F 330 Top, 335A Bottom Van Duplln TO l0 4B BG Cone¢plpa VEalLal Roo Exit 0eUce F-25C 4100 Top, 2130 Bottom Felcan 70 70 40 BB TnIeEYulnlLplcning DavcE OBI9057(F) 299PI499F TOOMMale, 3041/2A6L4 Bollom Van DupM 74 70 40 Be Rim Exit Devoo WOO(F) 299FM90F on DUDnn 4B se Rim Exit D vice OR 268 Von DuPn TO 70 D TD 4B BO RM Exit Dog. (FIDLA1 Ft F570 _ Monamn 7W100 SBEEPTE 2. T51100 Sm., 2. 40 B9 Rim Exit NVice kP99199(F) Got Von Wpin 70 70 46 86 MCNSo Exlt Mg. 06100T5(F) 575 Von DuMn 70 70 48 96 MCNs¢Exll D". 8075(FI (F125M 575 Von Dupnn 70 >g 48 66 MoniSa Exit Del 1279 Falcon 55 55 48 96 Exit Ali Lock 2670 GUARD % 267 Von V,d 00 60 48 9B CI. Doaalc¢k B60DI700I800 10055 9cnle90 00 GO 48 eB GyL. Do.O1. k ;WIIW 010D16000I091 Falcon 70 65 4B 99 Rim Exit Devoe (F)2541 29OF14NF Falcon I I I I I 1 I I I I TABLE 1. NOTES: 1. SEE SHEETS 7,8 & 9 FOR LOCKING HARDWARE. 2. DOOR CONFIGURATION 9 IS RATED FOR MAXIMUM DESIGN PRESSURE ±100 PSF WHEN WATER INFILTRATION REQUIREMENT IS NOT NEEDED, AND UP TO +75 PSF WHEN WATER INFILTRATION REQUIREMENT IS NEEDED (SEE TABLE 3 ON SHT.5) 3. SCHLAGE AL -SERIES CYLINDRICAL LOCK, DOOR CONFIGURATION 2, IS LIMITED TO ±55 PSF MAXIMUM DESIGN PRESSURE S DATE APPROVED EQUBUCTrW]BYD B2 di oCeti 1rM\ Ne FbrE4 rpMN, Voa ♦a.pbnar4/ —121 .IG �rylrHlpx Dp14 ` MYrvlUWaf �1� MANUFACTURING FACILITY: SCHLACE LOCK COMPANY, LLC STEELCRAFT 6810 HILLSDALE COURT 9017 BLUE ASH ROAD �.- INDIANAPOLIS, IN 46250 CINCINNAII, ON 45242 hYA1HpNpL N11HWi PAN ENI110 NLES GLE FLU5 00151N 6 COYYFAC L 5 OONB pf y„ MIAMI—DADE COUNTY PRODUCT APPROVAL FLUSH OUTSWING DOORS AND HARDWARE CONFIGURATIONS COMMERCIAL DOOR OPENING SINGLE FLUSH DOORS. D D Np. RE IRFS07 K uT/m E`"" NTS AUTOCAD 66h1 2of 13 Fw. ARRAS NICHE NO. SLETIAEI W.H.". ..W NTE r SEE NOTEd - J. ©Z OR DOOR HINGE e'i150 REINFORCEMENT - ---yIL M NIXG[ 7 EID NOIE]I (SEE N,.. CL OF Nn&E R REINFORCEMENT Eor SEE HINGE DETAIL SHEET 13 -j LL Ox NIA4E. I S IL Of HINGE I I MIS BTTM +oaxs P. W15YAN0 SINGLE RUSH DOOR (E%l IN UN NEW) ALL DIMENSIONSMICAL. UNLESS SPECIFIED OTHERWISE Dnnp v1FW 6 SEE BHT 5 DE BHT 5 t t.xs HL� EXTERIOR IA�4L FRAME I/4'%I-3/4' 1 % JAMB TMCON OR 1/4' % 1-3/4' INTERIOR / P4 % I -Sp' TAPCON OR W000 SCREW F.O. EA. /t4 % 1-3/4' I I AS REWIRED WOOD SCREW 1.25' MIN. 1.25' MIN. E.O. WOOD AS REWIRED EMBEDMENT 2.5' E.D. CONCRETE O EXTERIOR 8.50' MAX.SI ➢ TAI (SIC VI W) O --� WOOD OR C1i-- p� CRETE SILL SINGLE E.D: EDGE DISTANCE MORNING DOOR NOTES: SILL INSTALLATION DETAIL I. ONE ROW OF P5074 WEATHERSTRIPPING PER JAMB AND HEAD. INSTALL PER SHL5 2, ANCHOR REQUIREMENTS: SEE SHEET 4 FOR APPROVED MEMBERS AND INSTALLATION. 3. HINGE REQUIREMENTS: 4.5' SET) WL MIN. FOR DOOR OPENING UP TO 90' HIGH - MIN (3) HINGES FOR DOOR OPENING OVER 96' - 95" HIGH -MIN (4) HINGES STO LOCATIONS: 9.76" FROM RABBET IN HEAD TO CL OF TOP HINGE 10.35' FROM FLOOR TO CL OF SOTTDM HINGE, EQUALLY SPACED IN BETWEEN. HINGE LOCATIONS MAY VARY, MAX SPACING OD NOT EXCEED 35.5' APPROVED CONTINUOUS HINGE MODELS: MS 112 MD, 224HO. 600. 700, 70OCS. MARKAR FM-30D, HG-305, STANLEY MIND. HAGER 780-224HD, 790-900. SELECT SLIIHD, ABM AMD k A240MD(SEE SHEET 13) 4. SEE SHEET 2 k 3 FOR AVAILABLE STANDARD OPENING SIZES AND SPECIFICATIONS. 5. HARDWARE INSTALLATION APER MANUFACTURER'S INSTRUCTIONS. 6. 4' FACE HEAD IS OLE FOR FRAMES. NEEDS 7. APPLY CAULK AS NEEDED. B. WEATHERSTRIPPING, SEE SHEET 5, -WHEN WATER INFILTRATION 15 NOT NEEDED INSTALL WEATHERSTRIPPING PER SHT.5. -ONE ROW OF PS074 WEATHERSTRIPPING PER JAMB AND HEAD. WHEN WATER INF1LTRATON IS REQUIRED - INSTALL PER SHTS TO SUIT DOOR HEIGHT 9. SEE SHEET 10 FOR SECTION A -A, SEE SHEET 11 FOR SECTIONS B-B. 10. ELECTRICAL INSTALLATION AND FINE RATINGS ARE UNDER SEPARATE APPROVAL AND MUST BE RENEWED BY CORRESPONDING AUTHORITY. 11. OPTIONAL POWER TRANSFERS, MONITOWNG SWATCHES. SUPPLEMENTAL MAGNETIC LOCKS MAY BE USED AS ALLOWED BY CODE AND IT DOES NOT EFFECT THE MECHANICAL PROPERTIES OF EXIT DEMOS OR LOCK AND/OR INHIBIT EGRESS: TO BE RENEWED BY THE BUILDING OFFICIAL. 12 ITEMS 18 THROUGH 22 REQUIRED ONLY IF WATER INFILTRATION IS NEEDED. (SEE SHEET 5) KOBUCFNp'y�BT ilamq%urDNI1K M/bW BNI-0InO Dale �9'� _ fgHullnn Mb _TI tlG ouNAM ow< ReIa..A� TER TABLE 2. R E V'I S I❑ N S LTR DESCRIPTION :DATE APPRDVED C REVISED DWGS, RAP 12/10/07 D REVISED DWGS. YMF 01/04/08 E REVISED DWGS. YMF 03/24/00 F REVISED DWGS. YMF 06/02/00 G REVISED DWGS. YMF 03/03/09 H REVISED DWGS. YMF 04/07/10 J REVISED NAME JPD 11/01/13 K REVISED DWG JPD 02/01/15 B NOTE 3.-- - - NIB .075• MIN. STL/d10 PLUM _ MAX. 95' 9 1 ORE MATERIAL (SNT. 1B E NINFRP BOA D ILPVI.Xl.RL RISE CO II 1 D R N' _ S SNT. 5 -inPLUM 6063 TSc S.W'%O.5'%4B'MP%. s 12 B> W[LSIDE REiAFCR[iNo \ CHANNEL 15' MIN. eu,u xnmvs MANUFACTURING FACILITY. ' SCHLAGE LOCK COMPANY, LLC STEELCRAFT 6910 HILLS➢ALE COURT 9017 BLUE ASH ROAD INDIANAPOLIS, IN 46250 CINCINNATI, M 45242 THIRD ANGLE PRO EUICAI DTLE: STEELCRAFT H SERIES SINGLE FLUSH OUTSWNG COMMERCIAL STEEL DOORS WITH AND MHOUT PANIC EXIT DENCES npnvN DATE 1.66, YMF MIAMI-DADE COUNTY PRODUCT APPROVAL H-SERIES FLUSH SINGLE DOORS (OUTSWING) cHIE%Eo %` APPpOVED SIZE FLAT OVG H6 IRFS07 REV K HG APPVL JPD R., sD"`L' NTS I AUTUCAD lE.DCT3^P 13 WINE OR T MASONRY ANCHOR INTO GROUT IFID' FRAME ® ^(0(ID SNC f.NCHOR AND BLOCK WALL 10' NRL OMMONOI]]• M}Il. M6 D14 PoNA9 pOMA B0.1 T V.6' O.0 u� a' x ➢•ac. OPERNB El[WF. V.0' O.0 A" 1QCWlOAC M'WMTaelL) f),I' acux i0 ALLINSTAWTCN L DErML 'm' /IYMI EXT. L-1 91/95xW..J %Y MAKE R MASONRY BLOCK WALLS CM1530.1 0) 2000P51 GOUT FILLED AC15]0.1 1nr °3' Ir ]porA3. He ANN. n/I6' I mPu6S � RMwT BASS MAE sr Q Q Q )]• 5.19' N 9.55' ' 1 WRE MASONRY ANCHOR L xASOxFY T-.WCHOP "UnD MIN,-50 KS I 0 CA STEEL (O.OIB') Fy NWa]° N51 Fy MIN:y, K51 OF%SYNC MASONRY ANCHOR (EMA) INTO CONCRETE WALL OR6pkU E WIN LI FBI OR 2 u ux Jf NAC MAX. ' K. L L L K B' OP[HIXC C xWOx — POP.. _REFER To — SILL PISTALLATON DETAIL 2' ulx.' .p.'JjI ... aJ v%0' MILL OF.. w x 1-3/4' °• (a) TOTAL PER AC d 'WOOD STUD WALLS SEE NOTE I. ID KM ]fI'll',1��iIwRA"II Fr ulx.-]e sI WOOD STUD OR UNIVERSAL ANCHOR (LOCK -IN OR WELD - 4.XV CL 6 ANCHOR W. ] HAAJ _ y ulx. MIN. L.V MIN. O ENE DISTANCE O E%T. D sMEW N SPAC]/°' DIA 1 A' PAN. E/ WOOD STUB WALLS FMe2Du2m TYp. SEE NOTE 1. tl N p .IXK-W ExA-V ANpIOR WF10-IX S i Q_ANCHOR '. fcxoEXT. O EXT. L 'STEEL SND WALLS SEE NOTE 1. ry Mxa3D Ns UNIVERSAL STEEL STILE) ANCHOR ANCHOR WELO-IN OR LOCK -IN WELD -IN OR LOCK -IN EXTERIOR EMBEDNGIT r DISTANCE IAB��tlG7B pMRY® BaI1TbiA�A1/Y114 [Bp1T,A00 „ ask IMYc1IbU. HHDI - ERA - ERAI- FRA Ir HEAD SECTION zq DETAIL ttHt �V SILL INSTALLATION SIDE VIEW SINGLE OUTSWING DOOR THIRD MIN. RPWN NOTES YMG 1.(-)WOOD OR (-)STEEL STRUCTURAL MEMBERS OF WOOD AND STUD. -STUD WALLS MUST BE DESIGNED i0 CARRY LI¢ N AT LEAST 312 E/FP. LOAD FOR ASSFUSUES RAM 075 PSF, AND 416//1T. FOR ASSEMBLIES HATED OIBO OW. WWM APPROVED SHOULD BE LLHRED BY THE APPROPRIATE 0111tlAL 2.NUMOER OF ANCHORS FOR VARIOUS OPFNWC MFUU T5 IS W11F0 BY MAXIMUM DISTANCE BETWEEN ANCHORS, SHONN LNG App1 IN, THIS SHEET. SPD J.WPLY CAULK AS NEEDED. R E V I S 1 DESCRIPTION APPROVAL DWG THY REVISED DWG YMF REVISED DVG YNF REVISED DWG YRP REVISED DVD YRP REVISED NAME JP➢ REVISED DWG JPD NAY VARY PER WALL CONSTRUCTION 2' FACE - WITHOUT GROUT Em MANUFACRURING FACILITY, SCHLAGE LOCK COMPANY, LLC STEELCRAFT 6910 HILLSDALE COURT 9019 BLUE PSH ROAD INDIANAPOLIS, IN 41251 CINCINNATI, OH 45292 .MOTION m SHEEpWCNUTTSH SERIES SNGLE M1UM WRMNO COMMERCIAL S1FR DOORS WIN AND WPIOUI UATE PANIC EXIT °JR0�p1 FRAME ANCHOR DETAILS @ INSTALLATION CONDITIONS. SITE FLAT ➢VG Nh IRFS07 PEV K PERIMETERSEALHARDWARE WHEN WATER INFILTRATION REQUIREMENT PERIMETER SEAL HARDWARE WHEN WATER INFILTRATION REQUIREMENT `�1t1......JI]/ L1R DESCRIPTION DATE APPROVED GOES NOTAPPLY �sT D IND //// R REVISED DIM RAP 10/11/07 DOES APPLY v G�, T ITEM M 1 ITEM •ICEN4.' C REVISED OVG RAP 12/10/07 ALLOWABLE INSTALL INSTALL (UMBER MODELNo.l PART NUMBER MODEL No. PART �, D REVISED DVG TNF D1/07/07 SHT 3. DESCRIPTION DESIGN MANUFACTURER DETAIL PER BHT 3. DESCRIPTION MANUFACTURER PER _ I 'ABLE 2 PRESSURE, DETAIL TABLE2 DETAIL DETAIL _ E REVISED DVG WF 04/03/00 PSF UP TO' - GXC_1D .P.E. OBIo 11 58B/ZERO INT'L 'T1' 'PT 11 THRESHOLD SOO BY ZERO INT'L 'TT ,H, "S. XF.m CODA *` F REVISED DVG YHF 16/03/OB THRESHOLD «75 SIDINGS 'TY 'PZ 950 BY NATIONAL GUARD '12' "0'1X'. G REVISED DVG YHF 03/03/09 14 FAS-SEAL SWEEP +75 STEELCRAFT 'S' 'Pt'S'P2' 14 FAS•SEALDOORSWEEP STEELCRAFT 'S• W i S/ ' %DA• . ' /[. � H A ISEn DVG YHF 04/07/10 BOR13 BDOORSEAL E +75 8PS0741S EE CG IRAFT •D' M8N 13 PWEATHELF ADHPSNG VE STEELCRAFT 'a 'J'8'L' //",,VALI EIAG`"\ J REVISED xAKE JPD 11/01/13 K REVISED OVJPD 010-119 1y 5391ZERO INT'L 'Wl. 23 DOOR TOP CAP STEELCRAFT 'R' OPTIONAL NOTES: DOOR SWEEP +75 •R• 202NINGP 7W2' 20 DOORSWEEP +75 1391ZER 3INT'L 'X, 'P7' 1. SLOT SWEEONSMAY VARY WITH MADE DIFFER R DOOR WIDTH. d751ZER0INT•L 'Yl' '-SEE ELEVATION SHEET5182F0R DESIGN PREBSURE RATINGS 2.DOOR PYLENE HO SECTION ER MADE OF PRO -FAX pPD-199 21 ADJUSTABLE +75 ,M, POLYPROPYLENEHOMOPOLVMER. STOP 170NINOF 'Y2' 3. DOOR SWEEP FLEXIBLE SECTION IS MADE OF SANTOPRENE 0101-73 RAIN DRIPCAP ♦75 11 RERO INT'L 'Zt' 'P7' 4.FAS-SEAL DOOR SWEEP (14). AND THRESHOLD (11)ARE 22 4aAIUGP'P2' REQUIRED FOR ALL INSTALLATIONS. WHEN WATER INFILTRATION REQUIREMENT IS NEEDED - MAX. OP•-1.75 PSF RETAIRIV ZERO INTL 665 SERIES THREBHOW APPROVED FOR WATER INFILTRARCH 11 REGWREMENi SINGLE DOOM P]s•— I- �/II Ij1IJ, ° ox�4 I I POs• DES ] 111IJJJJ ZERO.S)1 0°RSWFEP yernlL 02 N6P101 9fIOR5EpL MEAIDR DETAIL WI' HMOEJAMB 1 F 025 EATO`0 S\� � T-I 5.00 WHEN WATER INFILTRATION REQUIREMENT 19 NEEDED -MAX. OP- 4141 PSF OETAIL'T]' HATONAL GUARO P. BEAIE6 THRESHOLD 11 WITH SILICONE. VWYL OR NEOPRENE BUMPER O:fl.2.PF FaaPOCTA IL'Yl'ZOR041A AOID6TA6LE 9TOP p B V , P EIREW01 O a 0.063• Is• M1ID4 R 0.exl-31 w u u p1 IN DETPIL TP TOP OFDOORDIEAB BOTTOM OF WEATHERSTRIPPING 47.625 -3.91—I NA% —13.91 EE[ NOW I 25 25- 90' RItlJ SFCDPY -� - - 5[E 102 i.4) �s s(MOM 3 �3 DETAIL'S, qD 14 FABSMLDOORSWEEP l�ITr � AD:S o- PIIP,CD~i01E°FOR BSI-1/Z PWN Y �, BE.CM- .G SCREV D ZERO II DETAIL'Z2' 22 EEROII HOP 16 DETAIL W' RAINORIP EAP MIN DRIP CAP 210A TOP CAP TS APPLY (SEE SPITS.1 8 2) 275 PSF 160 PSF MAX. 1 MAX O ©j EKTEHIOR t F 6 If F35 ww I 4 D.129' E0. T ]Y 5, ELBEO(I511 PW-X Off[ DSTA4CE 1/{'MI-J)1' T L13'ON EO¢ pSFW6 .A'M➢UAM¢ 1.16m .E DEDRWi WN �— ,P C DETAIL'PV RSTWPPIHD BOTTOM OF OOd RNOCWEATNERSTRIPP IN. E; NS °ass' BXI ao ues• Y WIN Y r Exr EXr 3 13 NOW JAMB OIIAR'JSI0.1Yl J\XB PEflIMETERODOR 6EALINSTALLATION MNEAOANDJARB9 SCHLAGE LOCK COMPANY, LLC GOOD. HILLSDALE COURT INDIANAPOLIS, IN 4GE50 TD M / V° EXOER10R N XYPE LM1' II PPIP IIR9 WPTALLAIEIN MANAFACTURING FACILTITY' I STEELCRAFT 9017 BLUE ASH ROAD I CINCINNATI, OR 45242 JECTION TITLE. STEEL C AFT N SERIES SINGLE FLUSH DBTSVIN'G CNONERCIAL STEEL OOURS VITH AND FATE— VITHIUT PANIC EXIT DEVICES i0'01 SINGLE FLUSH DOOR PERIMETER SEAL HARDWARE. SIZE ILAT DVD ]R IRFS07 RLv K of BENT TABS �TO SECURE ASSEMBLY f P pCf' MELDED WELDED WEEDED KLOEO 'KD' "NNOCKEd00WN" SUA SET.UPANDARC.VIELDED HEAD NOTCHED HEAD SITS ON TOP .ee�ueiv ASSEMBLY AND BUTTED BETWEEN JAMBS OFNOTCHEDJAMBI F JAMB HEAD NOTCHED AND BOLTED ON TOP OF 18 % 5/8 TRUSS CUP I N HEAD JAMB HEAD NOTCHED AND BOLTED BETWEEN JAMBS TYPICAL FRAME PROFILE 0.625" r DOUBLE RABBET 4° MAX. VARIES OPTIONAL FOR HEAL) SECTION MIN. 0.625.]5" JAMB 2" 5 NOM, MIN. T— DOOR SIDE I 1.938" 1.938 VARIES EXTERIOR 5.75' EXTERIOR xoM. 7'MAX VIEWER OPTIONAL FRAME PROFILE SIN SHE RABBET 4" MAX. VARIES OPTIONAL FOR T I JAMB HEAD SEC110N2" MIN. I 1.938" 1.625" DDOR SIDE EXTERIOR DOOR SIDE T— MIN. EXTERIOR VARIES 0.625" -- 1.938" 5.75' 2" MAX. NBM. — AVAILABLE DOOR PANEL CONFIGURATIONS I- moTI mAV.aB' -1 I- WIDTH MAX 45• �( [Ell FE:ll PANEL HEIGHT MAX.9V \IIIII I11j O .LU6 li. EMBOSSED PANEL No. 46]1D -•.NC * __ ;r00; iM�77® eO®FIIL®Y tz i°IlOmes: P.E\ � lk �IYd DM1 w1 R E V I S 1 0 N S R DESCRIPTION UDATEAPPROVEDAPPROVEDREVISED OWE RAP7REVISED DWG YMF8REVISED DWG YMF00REVISED DWG YMF08REVISED DWG YMF09I REVISED DWG YMF10REVISED NAME JPO3REVISED OWG JPD15 TARIF S even ARIF STFELCRAFT DCOR CONFIGURATIONS CORE MATERIAL MAXIMUM OPENING SIZE SKIN MATERIAL PER SHT.12 WIDTH HEIGHT OESCR. GA. MIN. TH HONEYCOMB POLYSTYRENE VARIES CRS 16/.053" POLYURETHANE SEE SHEET 2 CALM 14/.067° (POLYISOCYANURATE) TABLE 1 TEMPERATURE RISE S HONEYCOMB POLYSTYRENE VARIES SEE SHEET 2 STAINLESS tfi/053" POLYURETHANE TABLE 1 STEEL TABLE 7. STEEL DOOR/FRAME MECHANICAL PROPERTES MATERIAL ASTM REF. HELD TENSILE K51 S CRS I A366 HRS A1011 MIN. 30.1 MIN. 44.7 CALV: ABO A924 SS; 304.3181 A240 FIIN. 31.2 MIN. 73.2 TABLE 6. AVAILABLE STEELCRAFT FRAME CONFIGURATIONS VCRS/HRS VARIES �y/:�fij• CALV 4,5 .75° SEE SHEET 2 12,.099• OM. TABLE 1 STAINLESS 16/.053° STEEL OM, SEEVARIES 2 C G LV S 14/.067° I. NOTES. CONSTRUCTION 1.1. NOMINAL DOOR THICKNESS — 1 3/4• 1.2. DOOR SRE MAY VARY, SUBJECTED TO COMPLIANCE WITH FLORIDA BUILDING CODE AND PRODUCT(ODOR. FRAME AND HARDWARE) AVAILABILITY FROM MANUFACTURER (SEE SHEET 2 FOR AVAILABLE HARDWARE) 1.3 DOOR VIEWERS ARE PERMITTED TO BE USED IN DOOR WY -I A DESIGN PRESSURE OF +/-75PSF OR LESS MAXIMUM 9/16" DIAMETER HOLE THROUGH DOOR FOR HEWER INSTALLATION. 2. FRAME CONSTRUCTION 2.1 NOMINAL JAMB DEPTH — 5-3/4", STOP HEIGHT — 5/8" 2.2 FRAMES AVAILABLE AS FLUSH (F—SERIES) AND MULTI —USE (MU —SERIES) (SEE TABLE 6) 3. FOR DOOR/FRAME MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 7. MANUFACTURING FACILITY: SCHIACE LOCK COMPANY. LLC STEELCRAFT 6810 HILLSDALE COURT 9D17 BLUE ASH ROAD INDIANAPOLIS. IN 46250 CINCINNATI. C 452t2 FRAME PROFILE, CORNER DETAILS AND DOOR FRAME MATERIAL, AND SIZE OPTIONS IRFS07 I K of CROSSBAR BOIL (DEVICE THRU BOLTED WITH CASE `#10-24 MACHINE SCREWS) pp (OPTIONAL) AUX. LATCH 299-F (499-F) di a STRIKE (4) X #325 SEXBOLTS (MOUNTED ON OPPOSITE DOOR FACE) FASTEN TOP AND BOTTOM LATCHES TO DOOR (MOUNTED VAIN (7) #1/4-20 MS) 299F/499F TOP STRIKE (STEEL) MOUNTED VATH (3)#10-24 SMS Fy MIN,IN.=12=120 KSi TOP LATCH MECHANISM CASE TOP ROD CENTERCASE DEVICE CENTERCASE THRUBOLTED TO EXTERIOR TRIM u PUSHBAR (NOT SHOWN) n WITH (4) 310-24 MS BOTTOM ROD 299E STRIKE BOTTOM LATCH 304L/204L4 BOT10M' e STRIKE (STEEL) m GROUTED INTO FLOOR �� SURFACE VERTICAL ROD EXIT DEVICE VON OUPRIN 9619927(F) USED IN DOOR CONFIGURATION 5 (SEE GHT.1) 4X M425 SEX DOLTS (DEVICE THRU BOLTED WITH CASE f910-24 MACHINE SCREWS) PIP (OPTIONAU AUX. LATCH 909/954 ell a STRIKE RIM (4) X #325 SEXBOLTS (MOUNTED ON OPPOSITE DOOR FACE) FASTEN TOP AND BOTTOM LATCHES TO DOOR 299F/499F TOP STRIKE (STEEL) (MOUNTED WITH (7) y1/4-20 MS) MOUNTED WITH (3) #10-24 EMS Fy MIN.=120 KSiIg9A' B9 TOP LATCH MECHANISM CASE TOP ROD CENTERCASE IT AUX. LATCH (� 299-F (499-F) 4�STRIKE PUSHBAR MOUNTED WITH 21024 EMS 299E STRIKE BOTTOM ROD 11 F�20,000 PSI 1 LATCH BOLT BOTTOM LAIC 304L/24BL4 BOTTOM STRIKE (STEEL) GROUTED INTO FLOOR NOTES: ELECTRICIELECTRONIC FUNCTION AND FIRE RATINGS ME NOT PART OF THIS APPROVAL AND MUST BE REVIEWED BY AUTHORITY RAVING JURISDICTION EXIT HARDWARE OPTIONS: FOR 96189 SERIES -E. RX. LX. SS, EL DEL, CX. F. ALK FOR XPON09 SERIES -E. RX, LX. GEL,F TRIMS: ALL APPLICABLE TRIMS AVAILABLE. PN MODEL OFFERED. DATE A APPRDVAL DVG YNF 05/20/07 0 ftEVISEO OVG YNE 01/08/08 REVIS[D WE YNF 06/03/011 N I REVISED !VG, YNf 01/0]/10 J REVISED NAMJPD U/01/13 r Ia, l"'l— - n�—JPD 02/0IM SCHLAGE LOCK CDMPANY, LLC 6BlC HILLSDALE COURT INDIANAPOLIS, IN 46250 MANUFACTURING FACILITY, STEELCRAFT 9BL7 BLUE ASH ROAD CINCINNATI, OR 45242 EXIT HARDWARE OPTIONS FOR FLUSH SINGLE DOORS IRFS07 I K HODSIN-O COVER LATCH ➢OLT 0 575 STRIKE (STAINLESS STEEL) 4X 4425 SEX BOLTS o 012-24 SS (DEVICE THRU BOLTED WIT Fy NIN=120 KSI RID-24 MACHINE SCREWS) MECHANISM CASE (OPTIONAL) UX. LATCH 0 •A15 PUSHBAR C vs�-- 575 STRIKE CENTER CASE COVER—A" OVER--.,------- ATCH SOLT HOUSING COVfR 575 STRIKE 4X R425 SE% EDL1 (STAINLESS STEEL) DEVICE THRU BOLTED 0 VI TH HIM HACBTNE O p SLREVS(OPTIONAL) (21 112-24 Is FY•leo NM p AUX. LAIC IT' CROSSBAR 1 (o'p6 L-CENTERCASE I 575 STRIKE 338 TOP STRIKE TOP LATCH TOP ROD MECHANISM CASE —I CENTERCASE USED INDOOR CONFIGUMTION IN TFIIaH'.N �� (NOT SHOWN) WITH LATCH EMT PUSHBAR (4) R10-24 MS MUSING WVLN STRIKE ®10-2MS D STAINLESS LESS STEEL)(2) EA BOTTOM ROD MECHANISM CASE ❑ CENTERCASE (21 dGE-24 SS + BOTTOM LATCH Fy=120 KSI 2A TOUCHBAR • 338 STRIKE n1 II • 385A BOTTOM J IL 1279 STRIKE STRIKE (STEEL) Is GROUTED INTO FLOOR �4 MORTISEEXIT DEVICE FALCON(FPSM CONCEALEDVERTICAL ROD CONFIGURATION DWI DVON DUPRIA)9WW47-F USED IN DOOR CONFIGURATION 10 (SEE SHTA) NOTES: 1. ELECTRICAL FUNCTIONS➢NSTALLATION AND FIRE RATINGS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 2, EXIT HARDWARE OPTIONS: FOR DANIS SERIES. E, RX, V.85. EL, GEL, CX, F ALK FOR XPSW99 SERIES -E, RK LX, DEL. F TRIMS: ALL APPLICABLE TRIMS AVAILABLE. FOR e8 F SERIES RIM- FUNCTION E TRIMS: ALL APPLICABLE TRIMS AVNIARLE. PN MODEL OFFERED. FOR 2870 GUARU-X TRIMS_ ALLAPPLICABIE TRIMS AVAILABLE. FOR FALCON (F)IS-R. (F)25-M. F-25C R (F)2SV SERIES- FUNCTIONS At, ON. CAI, LK. NOR. ED, M EA FSA. FEE, HWEA TRIMS: ALL APPLICABLE TRIMS AVAILABLE MECHANISM CAS A D O $INII:E91H NHNNLESR STFFI) MWMEDWITH #G,H IDULHEAR IS0Ee1 CENTERCASE DATE ' A APPROVAL DWG YMF C REVISED DWG RAP - D REVISED DWG Yx.1 )F E REVISED DVG YMF Y � r orvlcpn nVG YNF DWG AN) PRODUCT"V45YD ncevpw.' hb 0•FIAN4 RuMNRCod• uplink. (� 0 li(T 8T4WUM4 -C�, 4188 TOP STRIKE v MOUNTED NTH (P) TOP ROD TOE LATCH p10-24 MS MECHANISM CASE TOP ROD TOP LATCH CASE-1 (;.v Rx c iBAR 'r U BOTTOM ROD �•e BOTIOM ROD LLISa.:LT Jw 3788 STRIKE A/-' GOTTOV WON 418E TRIKE BOTTOM BOLT I y uTCN GI IblI BOTTOM STRIKE TRI [gI HWBOTTAM INTO FLOOR GROUTED �-SIGIXEMOLNEP INTO INTOFLOOR MANUFACTURING FACILIT SCHLAGE LOCK COMPANY, LLC STEELCRAFT 6BIO HILLSDALE COURT 9017 BLUE ASH ROAD INDIANAPOLIS, IN 46250 CINCINNATI, ON 45242 IRE STEELCMFT H SERIES SINGLE FLUSH OUTSWING COMMERCIAL STEEL DOORS VITH AND WITHOUT PANIC EXIT DEVICES EXIT HARDWARE OPTIONS FOR FLUSH SINGLE DOORS ISE FLAT DV6 M. REV IRFS07 K —HF aro I AllFMrAn 1 1-- A.r IQ 15-32 il-� pit-24 NS Fy min=120,OOD SCHI NGE ALSERIES CYLINDRIC{ USED IN DOOR CONF IICAL LOCKSET 384 (SEE SHT.1) /e-0: Ns ss Fy120,W] P51 S6 Fy-I20,000 P51� SCHLAGE LILV 9400 SERIES L. USED IN DOOR X12-21 SS Fp12O.O R E V I S 1 0 N S LTR DESCRIPTION DATE APPROVED LICENS `..t7 '� �Ay�yyJJ��'' 22rr A APPROVAL DWG YMF 05/20/07 `,. 0. 4��tt'j11 B REVISED DTYG RAP 10/11/07 paa9n ThomesgaP.E. DNSTH� C REVISED DWG RAP 12/10/07 qA Rlxii 44 ' Div, :' 4yp D REVISED DWG YMF 01/08/OB Fi B iDA•" E REVISED DWG YMF 04/08/08 F REVISED OWG YMF 06/03/08 'FUNCTION G REVISED DWG YNF 03/03/09 H REL45E2 JPD DWG YMF 04/07/10 K.DUMD4 ¢HneTn J REVISED NAME 11/01/13 ny1II"gSx u.n PPw K REVISED DWG JPD 02/01/15 0y4°,ram"i�Sl I "" NOTE: p1D�l OMM ELECTRICALTO TONSRNSOVAL AND AND FIRE RATINGS ARE NOT PARTIE THISAPPROVALTHEB BUILDING ARE TO DE REVIEWED BY THE BUILDING OFFICIAL ON . IMECRkEWE5LOCK V L940MSM 'O P5-32 HMS XTz-za M5 SS Fp120,000 PSI N HDSERIEs uTCH w w SS ® X12-24 Ms Fy m14=120 Kai Cf�i��} IJU/a 1 Fy mI-120 kal SCHLACE CO/AD MD SERIES MORTISE LOCKSET W/DEADOOLT USED IN CONFIGURATIONS: I (SEE SIIT. 1) SCHLAGL wy6U cT scK¢s munomcAI LIZ USED W CONRCURATONS: 3k4 (SEE SHT.Q BFPO RADVS MANUFACTURING FACILITY. ' SCHLACE LOCK COMPANY, LTC STEELCRAFT 6810 HILLSDALE COURT 9017 BLUE ASH ROAD INDIANAPODS, IN 46250 ONCINNAT, ON 45242 __Ea THIRD ANUS PNOECnw PRE: STEELCRAFT H SERIES SINGLE FLUSH OUTSWNC COMMERCIAL STEEL DOORS WT4 AND WITHOUT PANIC EXIT DEVICES onAWN oArt YMF P. HARDWARE OPTIONS FOR FLUSH SINGLE DOORS. [I ECNEO APPPOVEO IE DAI ONO N0. PEV RFS07 K u+s..,w JPD E _ _... —_ N`A"` NTS AUTOCAD FEET 9"L 13 MAXIMUM UNIT WIDTH 52' MAXIMUM DOOR OPENING WIDTH 48° (SEE NOTE 1) If -In `-0 EXTERIOR MORTISELOCKSET SECTIONSA4 (SEESHTI) DOOR OPENING WIDTH 48" (SEE NOTE 1) EXTERIOR. CYLINDRICAL LOCKSET SECTICNSA-2 A-0 AA (SEE SHT H NDTH 4B° (SEE NOTE -MAXIMUM UNIT WIDTH 52' - R E V I S I O N S KIMUM DOOR OPENING 1WDTH 48" (SEE NOTE 1)� S LTR DESCRIPTION DATE A APPROVAL DWG YMF 05/20/1 C REVISED DWG RAP 12/W/C 9 D REVISED DWG YMF 12/10/1 1.1Y E REVISED DWG YMF 04/08/i _ F REVISED DWG YMF 06/03/ S EXTE�4g 0 C REVISED DWG YMF 03/O4/ THREE-POINT EXIT DEVICE 6 H REVISED DWG YMF 04/07/ SECTION A-] (SEE SHT.1) J REVISED NAME JPD 11/O1/1 MAXIMUM DOOR OPENING WIDTH (SEE NOTE 1)---y MAXIMUM DOOR OPENING WID1H (SEE NOTE 1 j4; TERIORg 4 S EXTFRIO SECTIONS A41 A 9 & A-1S SEESHTA OO E%ITALARMLOCK SECTION A-11 (SEE SHr,1) -MA%IMUM DOOR OPENING WIDTH (SEE NOTE 1)—�I MAXIMUM DOOR OPENING %0111 (SEE NOTE 1) SURFACE VERTICAL ROD EXIT DEVICE LJ v MORTISE E%IT DEVICE \ lJ' `. / ® ` SECTION A-S(SEE SHT.1) SECTION A-0O ISEE SHT.II 9 v� CYL'LINORILAl OE0.0LOCK SECTION A-12 (SEE SHTAI MAXIMUM DOOR OPENING WIDTH 45" (SEE NOTE 1)-►( Ur v EXTERIOR CONCEALED VERTICAL ROD EXIT DEVICE SECTION A-0 (SEE SHT.11 mm No. 40?10 k rr M�E�41n^K X�FxFI�r Z. adnnu K APPROVED NOTES: 1. FOR MAXIMUM OPENING SIZE SEE TABLE ION SHEET 2. 2. SINGLE OUTSWING DOORS, SEE SHEET FOR INSTALLATION INFORAMTION em RIDNs MANUFACTURING FACILITY: SCHLAGE LOCK COMPANY, LLC STEELCRAFT 681D I(RLSADIE COURT 9017 BLUE ASH ROAD _ INDIANAPOLIS, IN 46250 CINCINNATI. ON 45242 mryoryo. HORIZONTAL CROSS SECTIONS FOR FLUSH SINGLE DOORS. IRFS07 I.TS• CYROIFjfN�1 'U NIX. UNIT MAX DOOR HEIGHT OPENING IOU' HEIGHT IS' IO LBOLMN' RIM E%IT DEVICE SECT10N9 B6. B 968.19 z• WE. z' SUN. z• ME. r 4• MAX .. , 4• uA1L 4' MAX I 1.71 EEIERIOD EZIF81fd< SEEtA6To �R1DfeR ® nwEo .TAXI NARR4WE iS.". OBRs AVID ,N eEANE IMLS110 MAN DOW W1D9 MAX DOOR OPENING NING HEIGHT 96' _ply. HEIGHT D6• RG 10 W.WNR�I I IO PIARREINFORNR • / •u•EEaE EIA DON NINO 17 go - LOOKS O REOrO¢C WVll 0 OYUNDNHCAL LOCNSET SFCIIONSB-1 BQAHd EEE SHY. 7-7. D' YIK . ,• � F 4• NAIL I. f ldam l.•' I;{^ •:•I..•x ••• •••-- ��'�iTfi•cm�`rt'°m Km MAX EVENT,0ALROD EMTDEVICE oPi O VERTICAL ROD FAHD VIDE RED SECT ON Bd ISEESH11 SELT ON B-0SEE SNT.11 2- MIN.2• wN. f 4• MNL '" 4• uAx R E V I S I O N S DESCRIPTION APPROVED APPROVAL DWG YMF 7 REVISED DWG YMF 8 'REVISED DWG YMF 8REVISED DWG YMF 6REVISED U04/07/101 DWG YMF 9REVISED DWG YMF10REVISED NAME JPD3REVISED DWGJPD5 FTE000LT k['Y[8D I•Ip{y hMi Ex4, Mf31217-/6 WAif[V6t --U' WEoI E NyMyy SECT ONH�T I6EE SHE.11 YEt6D TNREEAOINTENRD�EN�E� No 4e Iw fRlra/. J \�GWm wN lrtml-. L/ MAX DOOR NOTES: un x rs ICHMTGA mmo u,n woTlc• OPENING 1. FOR MAXIMUM DWR k UNIT OPENING SIZES SE[ E919E9CE HEIGHT DB•EMLOLtlI.T� — ELEVATION SHEET 1 AND TABLE 1 SHEET 2 AL ATION 2. SEE SHEET 4 FOR ANCHOR INSTALLATION DETAILS. 2. SH O BEND RADEJS YANUFACTUWNG FACOIM LOCNSOE RE1.10RCNM CHANNEL SCHEME LOCK COMPANY, LLD STERCRAFT 9017 BLUE ASH ROAD 6510 HILLSDALE COURT INOWiAPOUS. IN 462W CINLWMAR. ON 45242 1 HIRB MGM PROLKIETICN N : ELW SFAIES R 91 CGMMEA A $HER M1H MNNWT iET 4 SEE SHEET DRAM DUE PANIC EXIT DEVICES VERTICAL CROSS SECTIONS FOR FLUSH SINGLE DOORS. .Nll DET4x N' L fg1.H. TMrI nnUP LNECNED MEN IRSTALETI \ I.L uII A" AFPROM slE EET DAD NO, IRFS07 rvi iunolnel n M fCe.E. . r[• A 11T!T! AFl SHEET T i nl 1 i END. APPK E '+iiii•i•Hi1i�i��jiji �•1 1.1 111 Y•1 r1•I Y•1 -•�1 f•1 {�i i�i� �l� i•i ii 1•% �i; i i 1�• 1�•, Y11 •1 D E 0 CC DETAIVVI' OR 'V1' (C) STEEL STIFFENED HAT SHAPED SECTIONS SECTION FF-FF .5' MIN FF FF (F) EXPANDED POLYSTYRENE FOAM BY ATLAS EPS DENSITY: 1.0 LB/FTG DENSITY:17t1.5 LBS/FTD OR POLYISOCYANURATE PYROPHIBIC SYSTEMS LTD (POLYURETHANE) PYROPHOBIC PSL P25C-60 CORE OR MARSHFIELD DOOR SYSTEMS BY ELFOAM. DENSITY.- 2 lB5/F�Ta I CALCIUM SILICATE MINERAL CORE j y. DETAILV" SIIO�FAAHEFS EPo11£1DE0 V 0.0 TO INSIDE OF r FACE SHEETS AND tt ED TOGETHER AT TOP AND BOTTOM SECTION CC -CC DETAILVT 30CL HAT SHAPED STIFFENERS. S40TMLOEO V O.G TO INSIDE OF ONE FACE SHEET AND BCNDEO 10 THE OTHER FACE SHEET SECTION CC -CC ❑ N S DATE I APPROVED A APPROVAL DWG JPD 02/03/14 B REVISED DWG JPD 02/01/15 FROuucTtuvlNEo <aowTlR'�HVfleFlO� OoWieo CrN v •/6 TiwFIHPo �` D1 SL. wM� NOTES: 1. CORE MATERIAL SHOWN WITHOUT CUTOUTS FOR REINFORCEMENTS MANUFACTURINS FACILITY- SCHLAGE LOCK COMPANY, LLC STEELCRAFT 6010 HILLSDALE COURT 9D17 BLUE ASH ROAD INDIANAPOLIS, IN 46250 CINCINNATI, OH 45242 ITEELCRAFT H SERIES SINGLE FLUSH OVnWNG COMMERCIAL STEEL ODORS ID WT-tOUT PANIC EXIT DEVICES MIAMI-DADE COUNTY PRODUCT APPROVAL DOOR CORE OPTIONS FLAT OVG N6 REV IRFS07 $ ©4 IVES 698/U698 DOOR NEWER CONTINUOUS HINGE IVES 112FID & 224HD STANLEY 661HD SELECT SL11HD PEMKO FM -HD SERIES HAGER 780-224HD ABH A240HD ALUMINUM 6036-T6 MIN .110" MIN. THICKNESS STEEL BUTT HINGE 4.5" X 4.5" STD. WT. MIN. 912-24 MACHINE IVES 5BB1/3CB1 SCREWS STANLEY FB8179/1900 HAGER B91279 .134" MIN. THICKNESS c Fy MIN. = 36ks1 0 96" MAX. � o MIN. -�w O Y (15 MIN.) 12-24e3/4'FLAT HEAD UNDERCUT SELF DRIWNG SCREW DOOR LEAF (15 MIN.) 12-24 % 1-3/8" FLAT HEAD UNDERCUT SELF DRILUNG SCREW FRAME LEAF QUANTITY VARIES PER HINGE LENGTH ROnELT 1137i9 m�NW�1s lMfidOe aau��la /3-/2l7•/G f pinno� < SI 2e/( M4W IIbEi (18 MIN.) #10-24X 1/2" MIN, MACHINE SCREW OR SELF DRILLING EACH HINGE LEAF STEEL CONTINUOUS HINGE QUANTITY VARIES PER HINGE IVES 600 LENGTH .075 MIN. (14GA.) THICKNESS 96 1012 COLD ROLLED STEEL MAX. Fy MIN. 45ksi T t STAINLESS STEEL CONTINUOUS HINGE p IVES 700. 700CS 1 HAGER 790-900 MARKAR FM-300 & H0305 ABH A500 .075" MIN. (14GA.) 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 R E V I S 1 0 N S DESCRIPTION DATE APPROVAL DWGS. 09/05/ REVISED Ing/o1/ APPROVED I a �pe11.. �eI" ` OQ`: ' OCENSF O : 40716 *' S ATE 0F� �!IH(ppHJ/DaS 0.1 j n 0 L Florida 1� MANUFACTURING FACILITY: SCHLACE LOCK COMPANY, LLC STEELCRAFT 6810 HILLSDALE COURT 9D17 BLUE ASH ROAD INDIANAPOLIS, IN 46250 CINCINNATI, OH 45242 ;.i 11 SFRds'Slactt itusH'WiSx'AE collYrHLYu siEE1 oaoNs'W1N Yld xiixplr MNC EXiT OENCES EXIT HINGE OPTIONS IRFS07 18 NTS AUTOCAD SHT 13 OF 13 M JAM 1•DADE Raim JGHNNED St. Lucie County DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Schlage Lock Compan; 6810 Hillsdale Court hulian ipolis, IN 46250 MIANII-DADS COUNT Y PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F(786)315-2599 wK•rv.miamidade _eov/ecauomr SCOPE: 'this NOA is being issued under the applicable rules and regulations governing the use of construction materials. The doeitnientation submitted has been reviewed and accepted by Miami -Dade County RER -Product Conh'ol 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 11 Series Double Flush Outswing Conunercial Steel Door iv/ SVR (Surface Vertical Rod) Panic Exit Devices -LMI APPROVAL DOCUMENT: Drawing No. Drawing No "3580-1" Rev F, titled "Steelcraft H-series Single and Double Flush Doors", sheets I through 8 of 8, prepared by the manufacturer, dated 03-13-09 and last revised on 03117/15, signeci 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 Size, Design Pressures and Water infiltration (Threshold types) limitations in sheets I and 5 of the drawings. Lowcr design Pressure shall control the assembly. 2. Frame jambs installed into grouted CMU or block are limited to=+1-7.5 PSF. Use of Ives Viewers (model U696/U698) is limited to +/-75 PSF. ElFom P200 (Polyisocynurate) is by Elliott Company of Indianapolis, 3. f1ectrical/Electronic functions and Fire ratings are not part of this approval, such functions to be reviewed and approved by AHJ. N a+ LABELING: Each unit shall bear a permanent label with the manufacturer's Warne or logo, Cincinnati, Ohioand Series r and following statement: "Miami -Dade County Product Control Approved", unless otherwise note(] herein. W RrNEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change cm 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. Miscue of this NOA as an endorsement of any product, for u.I sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of C) W this NOA shall be cause for termination and removal of NOA. tr ADVERTISEMENT: The NOA number preceded by the words Mianti-Dade County, Florida, and follower( 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 #12-0305.12 (Ingersoll-Rand) and consists of this page I and evidence pages E-1, E•2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1, Chanda, P.E. MIAMI-DADECOUNTY NOA No. 13.12I7.18 t •,,., ,, IMP Expiration Date: May 05, 2016 Approval Date: May 07, 2015 Page 1 2AU' MIN. NOTE G. MAXIMUM UNIT VIDTH=100' MAXIMUM CCOR OPENING WIDTH=96- ------------- 975 6 11 l SEE SHT.S l ii 0 ®EaI i I I (SEE NO r1 9 9 2 = i I I I I I I I dq F10 x I I I I I 1 19 10 ED! I I I I I I I I I I I I I I I I I I I1 I I I I 1 i I I EO. 2 2 INTEfl100. VIEW (0'JTSNIN000OR) E. SINGLE/ DOUBLE OPENING B.06f. ABLE 1. TYP, REM QUANTITY DESCRIPTION MATERIAL REF. SIgM OGH 1 1 1 HEAD 9EC➢ON IMAX52-OR IOJ'IoM) .CBS' MIN. STL. ASRA AIDE 2 1 2 NINGE JAMB (MAX100') SST MIN, SR. ASTM ASKS 3 1 0 STRIKE LAND (MAX IW' .0A' MIN. SR. ASTMAE6 4 4 B FRAME HINGE RENFORCEMENT .121- MIN. STL. NEW A621 5 4 8 HINGE .131'MIN SIC. SHi.B 6 1 1 HEAD REI.4FORCEM ENT .OW MIR STL. SHT.2 T 1 2 DOORSLAB(iScr A) .CA'MW.SR. BRO'S 6 4 B DOOR HINGE REINFORCEMENT .1T1' MIN. BE. ROW A621 0 1 2 DOOR MORGUE REINFORCEMENT on. MIN. BIL. SLIT. CHANNEL(FULL LENGTH) 10 1 2 DOOR HINGE SIDE REINFORCEMENT 9R. SHT.2 ,O6i-MIN. NOTES: 11 1 2 TOP CHLI(FULLWIOTH) ,019'MDL GR. SHL.2 I.WEATHERSTR 2.ANCHORRED' 12 1 2 BOTTOM CHANNEL (PULL WIOIH) .057'MIT. SE. SHL2 REDUIREMENTI 19 1 2 CORE VARY SHL7 WHEN I'M Id NOTE NOTE FRAME ANCHOR VARY ASTM A14 J.HINGEREOUII LOCKING HARDWARE: WSG&592i(F) MIMH)HING LOGATION91. 15 1 2 SURFACEVERTT,AL ROOEpTOEVICE SIFT.8 0 BY VON SUPER 4, SEE SHEETS/ 16 1 1 TIRESHOLO CSO BY NGP .015'ALUAL. GHLE 6.HMOWAREIF B.v THRESHOO 506 BY ZERO INTL 6063 T5 PLYFACCAULK T.APPLTIECT2 1T f 2 FASSEALDOOR SWEEP 4B'MAX B.EXITHRDW 18 NOlE 12 NOTE 12 WEATHER STRIP (FULL ME ME O. EXIi H4RCWA T0. 10 0 2 SPLIT ASTRAGAL SHEETS 95'MAX IO.ELECTRICAL ELECTRICAL 20 1 1 DOO DOORSEAL (FULL LENGTII) RENEGE AIP, 21 2 ODOR SWEEP SHEETS% 11, OPilONALPI 22 1 2 DOOR SWEEP CTBEJ I 2 ADAISTABLE STOP =.H.�TS4V PS.BBSMoBYCORRESPOA2 DRIP CAP X 12.ITEMS20THI TOPCAP PRESEURETABI 1626 E 21) SE SI NGLE OUTSWING E OF HINGE DOORS a OF HINGE OP HINGE 5• MPACT STANDARD LTR DESCRIPTION DATE APPROVED FBC TAB 2011203 9LEIS 4MPH A NEW APPROVAL YMF 03/13/09 :0 FPS) OCITY HURRICANE LONE B REVISION DWG YMF 01/19/10 _ INTERIOR VIEW (OUTED.NG OCORI F%iERIOR INTERIOR PPING INSTALLPERShLD IIREMENTS: SEE SHEETS 4 65 FOR APPROVED ANCHOR INSTAUATON ND SILLINSTALIATION ON SHEETS4, BAG. TSMOD FRAME IS USED BILL FRANC SECTION ANCHORED PER SILL DETAIL. EMENTS'.(6EE HINGE OPTIONS SHEET B) $FOR DOOROPENINO OVER M'- 'HIGH IW FROM KJBOETIN HEAD TO CL OFTOP HINGE BE FROM FLWRTOCL OF OOMOM HIHGE,EOUALLY SPACED IN BETWEEN. OR AVAILABLE STANDARD OPENING SIZES AND SPECIFICATIONS, STALL IIONABPERMANUFAOTURERSINGTRUCRONS. ISAVABAGLE. 46NEEDCO. OR SECTION A-AAND B IS. IE OPTIONS: FUNCTIONS E. RX. LX SS, EL, CX, F (SEE NOTE WI 'ABLE TRIM. AVARABLE. REQUIRED ONLY IF WATER INFILTRATION IS NEEDEUI6ECOMES11 C REVISION DWG YMF 03/31110 D REVISION DWG YMF 08/05110 E REVISION DWG YMF 12/06110 F REVISED NAME JPD 11101113 DOUBLEOUTSWING D O O R S I6xBSLICT iLaB Bo —MAX. UNIT WIDTH=)CO' aLL w,L'ML doRMFW — MAX. DCER OPENING NIDTH=Y6' WM®tOML -I 'lam/L ,( 4Eaulmf�7 PID4LM INTERIGRVIEN OOTSWINGOOORW EXTERIOR / EXTERIOR INTU109 DETAE'A' MEETING DOOR EDGES WITH SPLITASTRAGAL GASKETING NO HOLLOW METAL OOORASTRAGAL NO HARDWARE MULLION - BOTH DOORS ACTIVE \BUTSWING/ 9 EXTERIOR ACTIVE ACTIVE INTERIOR _�— SCHLAGEE LOCK COMPANY, LLC STEELCRAFY 6610 HILLS➢ALE COURT 9017 BLUE ASH ROAD }" INDIANAPOLIS, IN 46250 - CINCINNATI, OH 45242 JECT1ON TITLE STEELCRAFT H-SERIES SINGLE AND DOUBLE FLUSH CUTSWING COMMERCIAL STEEL DODRS DATE VINI VERTICAL ROD EXIT DEVICC BILL,. STEELCRAFT H-SERIES SINGLE AND DOUBLE OUTSWING DOORS WITH VON DUPRIN WS99/9927(F) EXIT DEVICE slzE FLAr '3AO-1 SHEET 1 OF 8 RF ,EDG STANCE NCE EDGE DISTANCE DISTANCE wF koT[ 1. 03/8, 3' LAG EMBEDMENT SCREW 6 m I1 0 7 HEF o 0 EXTERIORI M INTERIOR 12 ga. LOCKSIDE REINFORCING %^ CHANNEL DR SILL ANCHORS SHEETS 1.25' MIN. E.D. WOOD 2.5' CONCRETE SECTION B B OUT -SWING DOOR WITH VERTICAL ROD DEVICE 0.375' BOLT -STRIKE ENGAGEMENT Q304L FLUOR UOTTOM BOLT STRIKE DETAIL'S' O12 GA. FRAME HCAD REINFORCEMENT SLEEVE FOR DOUBLE DOORS LiR O12 CA. FRAME HEAD E REINFORCEMENT SLEEVE F FOR SINGLE DOORS WITH SURFACE VERTICAL ROD EXIT DEVICE 979• 7 GA. 7 GA. FRAME HINGE DOOR HINGE 70- REINFORCEMENT REINFORCEMENT R E V I S ❑ N S DESCRIPTION DATE APPROVED REVISED YMF 12/16/1C REVISED NAME JPD 11/01/13 QO 14 GA. HINGE SIDE EXIT DEVICE REINFORCEMENT SEE NOTE '..J C FITBDRUCT IJviNYU mbA' K PIw' n. owls B. ANNum K. LapirN4w `dy+1 DH,F NOTES 1. JAM O ST PROPER US INSTALLATION MUST ENSURE / TRANSFER Of THE IMPOSED LOADS y (SEE "INGE S E NOTE D 2.ACING SCREW SIZE,MANU ACTURQUANTITY AND SPACING IO PER HANUFACTUgER'S INSTRUCTIONS (MIN SIZE AND QUANTITY PER THIS APPROVAL) MANUFACTURING FACILITYr SCHLAGE LOCK COMPANY, LLC STEELCRAFT 6810 HILLS➢ALE COURT 9017 BLUE ASH ROAD INDIANAPOLIS, IN 46250 CINCINNATI, OH 45242 L t Axu q0u L LusxTUR T mxxERLI v VITH VERTIAL ROD EMIT DEVICE STEELCRAFT H-SERIES SINGLE AND DOUBLE OUTSWING DOORS WITH VON DUPRIN WS98/9927(F) EXIT DEVICE TESTED TO TAS 201/202/203 ,FLAT ➢VG NO REV 3580-1 SHEET 2 OF 8 F IALDED ED DEBTS.- /HEAD INS LrEGONTOPOF ANDOMITOBETWOEYJASID3 ft. L. I .. TYPICAL FRAME PROFILE OPTIONAL FRAME PROFILE OOUBLERABBET SINGLE RABBET T— MIN OPTIONAL FOR HERO 2 4" MA%J HEAO HEAD SECTION 0.fi25" 2" MIN 2.625" L 1.938" MIN. 0.62 DOOR SIDE I EXT AVAILABLE DOOR PANEL CONFIGURATIONS EXTI938. - VARIES 6.]5 - VARIES 5.7$' 1- 4' MAX. -1 1- 4' MAX. -I NDM. NOM. 0.625" ❑� 2.625" NOM. VARIES JAMB VARIES JAMB �e � 8' MAX. NDM. 5.]5' 1 • NOM. 11. IL 1.938" Lj OPTIONAL 1.936" I VIEWER T o n j B 2 MAX QUTSWING DOORS 0, 625" f 2" MAX. FLUSH EMBOSSED ..... ... TABLE 4. STEEL MECHANICAL PROPERTIES MATERIAL ASTM REF. YIELD KSI TENSILE KSI ORE A356 MIN. 42.5 MIN. 53.5 HRS AID Tit_ GALV: A60 A653 SS:304,316 A21 MIN. 42.6 MIN. 73.2 MEUC'T HTVIDPD DRAN rD+laN,.xd m<HoHa YMF Ae 11-f3-121 •/8 cSIDALO 6y4Tp60 DW 1V�. L AAAPPLE. "P MCmw EN.. APPV JPD LTR I BE5CHIPTON I DATE 1 APPROVFO I I C I REVISION DWG YMF 1 07116110 1 1 I E I REVISIONDWG YMF 112106MO I I TABLE 2. AVAILABLE STEELCRAFT DOOR CONFIGURATIONS STEELCRAFT H SERIES MAXIMUM OPENING SIZE SKIN MATERIAL DOOR CORE MATERIAL AI µNTH HEIGHT DESCH. GA./MIN. THK PER SHT HONEYCOMB POLYSTYRENE SNGL-4'0" B.O.. CRS 16/.053" POLYURETHANE GALV 14/.067" (POLYISOCYANURATE) DBL-8'0" SEE TABLE 4 TEMPERATURE RISE STEEL STIFFENE HONEYCOMB SNGL-4'0' STAINLESS POLYSTYRENE DBL-8'0" B O SEESTABLE 4 16/.053" POLYURETHANE TABLE 3. AVAILABLE STEELCRAFT FRAME CONFIGURATIONS STEELCRAFT FRAME SERIES JAMB DEPTH MAXIMUM OPENING WIDTH, IDTH SIZE HEIC T MATERIAL DESCR. GA. IN. THK F 5J5" SNCI-4'O" B•O" CRS/HRS GALV 18/.053" 12/.099' NOM. DBL-B'0" STAINLESS STEEL i6/.053•' MU 5.75" NOM. SNGL-4'0" DBL-8'0" BIG. CRS/HRS GALV 16/.053" 14/.067" NOS I. BOOR CONSMUC➢ON 1.1. NOMINAL DOOR THICKNESS - 1 3/4" 1.2. MAXIMUM DOOR SIZE IS 4' X 8" FOR SINGLE AND 8' X 8' FOR DOUBLE OPENING 1.3 FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 4. 1,4 BOOR VIEWERS ARE PERMITTED TO BE USED IN A DOOR WITH A DESIGN PRESSURE OF +/-75 PSF OR LESS. MAXIMUM 9/16" DIAMETER HOLE THROUGH DOOR FOR VIEWER INSTALLATION 2. FRAME CONSTRUCTION 2.1. NOMINAL JAMB DEPTH - 5 3/4", STOP HEIGHT - 5/8" 2.2. FRAMES AVAILABLE AS FLUSH (F-SERIES) MANUFACTURING FACILITY: SCSLADE LOCK COMPANY, LLC STEELCRAFT 6810 HILLSDALE COURT 9017 BLUE ASH ROAD INDIANAPOLIS. IN 46250 CINCINNAII. OH 45242 SIEFLORAET H SERIES ENG E ABU OWRLE RUSH ODRWNG COVUERML STEEL OWNS YAM FRAME PROFILE, CORNER DETAILS AND DOOR FRAME MATERIAL. AND SIZE OPTIONS Mi DWG NG. REV 3580-1 Ip NEW MASONRY WALLS WIRE 3TSTw.P.l.NRYANGIIDRS W %W aPENlxc wa ro sAl n1 osrAx n' 36 i m A. x WENT REFER TD NSTALLAiI OCTM MASONRY WAI LS E7 STATSOf :Q'. .ORIDA Cfj�, ` 1/1), 11110 R E V EESCRIPTIDN L DVG PER-MDBCCC u 1 "-'�-T I•` *fYH � f, !'' _)7 FRAME HEAD ANCHOR REAR 11. AS I,\ RErw To vu r me ora q]ID' Mm Leza• uw. m¢oum ` ]' NIN. EDGE aq w pE1yL y� IxDETMB- x ps)wa 2.5 CRE DISTANCE P6V1FI0 MVB>I M OMAB0.i _ OE)AIL'0' CONCRET YASGNRY CS LINTEL �m T-1NCXOR adµ• `n rAAHE NBAD ➢ 1•�~ ( BLIED W/f • 2' MIN. Py S EMBEDMENT ACI N, E2' FPLEUa0 NO GROUT 0 0 9/NvHN A:x z• =/P uCRW(1. s"A. 2 a1YOX.A ml "ilie MR MR /L' YAx MIN. p. n. MM N,CWHMMSKM SPACLJ EX `911M S"ACE l)BT )PSI GE II�NE0 RP_ 3 MIX OW, R., 3•yiN, ry9[LIFN)/e MAx 1/!' MAx M1310ILMJ BLM%WNL PDXfP BLITTm ]Mi• PUMP GHT00.TtdY Nm URS MDwL:R CXILRIOB waaT-R, .W oar. MASONRY BLOCK WALLS jjjAAAppp �� ML.1CMU(C-90) 20W P51 � III jj11 Fill //( 1)5' DjTo upi oSc"ouT FELLED ll,UJAHIII'IlB�J //YAl//il < A ACI530.1 )g Us' ]' MIN. EDGE >'ux EOEE L.-Al nA-J EPA A - 2.5 K51 p]1Ma 0.E PNGH GAMDC PJ/IB' OIPA�in (BANE NCO DISTANCE CDNLRETE B'IV I BA]IC kflE M`'"'AL WA 'WpIDRS fluum W/3DC0 CR LINTEL ' ' ].19' x 000' O Q Q 1' NOTES: PSI GROUT WRE MASONRY ANCHOR r YASMRY T-ANWgI 2000 PSI GROUT FILLED (C-90) CMU BLOCK WALL INSTALLATION LIMITED AID SJD.I j' 2' MIN. rmnm uIN.-5e Ksl MASONRY a DA STEEL (GOES') TO A DESIGN PRESSURE OF +/- 75 PSF. ¢ I .!< ENBEDNENT ry Mlx.x Xsl T-ANCHOR Fy uIN.-3. NS A. "IN. 4• FACE ENDED .. DETALD - GRWi FILLEDW CRA MFMR AR lu aA2 SILL INSTALLATION _ 1/x1YP� I-6N°JNw. — JAMB NRROR _r 1/4' N 1-3 EltlEwOx TA OR 'NBW SCREW EXTERIOR AND SILL AS REWIPEO 6.50' MAX. I/f%1-J/4• TAPCON Ni EMBEDMENT-L3!' OR ,F14%I-J/4' MS E.b. Cb. ijFj�""�' EDGE DISTANCE N. CODE EMSTArCE: SINGLE OUTSWING DOORS ]25• MIN. EMBEDMENT 2.5' MIN. EDGE DISTANCE 1.25' FOR MUCO OETAIL'0' INTO CDNLRETE .5' FDA CONCRETE SILL INSTALIAIIDN SIDE VIEW —{ I�' �jINTERIOR Ffl ARE IW r1 l 11 ilwx —I_. WA MAXxu r �Ii—I JAMB / obua MMv hEB o E,.plyinl wl1E IN, FBmHM MuwmMC- A�MpMRrenR/ f2!$/ 1R % X I-J/TAPCON raplmla Tber ` OR D X SCREW (AS liw `.�GVM WIN. SCREW (AG REQUIRED) BOB EXTERIOR MIN. EDGEDDISTAN E: YI�6 MIN. EDGE DISTANCE: DOUBLE OUTSWING DOORS 1,25' FOR WOOD 2.5' FOR CONCRETE NOTES: I.NUMBER OF ANCHORS FOR VARIOUS OPENING HEICHTS IS LIMITED BY MAXIMUM DISTANCE BETWEEN ANCHORS, SHOWN ON THIS SHEET. 2.APPLY CAULK AS NEEDED, S.HEAD ANCHORING CMU/LINTEL OPTIONS SHOWN, FOR WOOD APPLICATIONS SEE SHEET 5 RADIUS SCHLAGE LOCK COMPANY. LLC MANUFACTURING FACILITY: 6810 HILLSADLE COURT STEELCRAFT --EE9 INDIANAPOUS, IN 46250 9017 BLUE ASH ROAD CINCINNAT, OR 45242 ANGLE PRCJECTION TIRE SRELCRAT H SERIES SINGLE AND ttUOLC RUSH .%WHO CWMENS. STEEL ODORS MM DATE VERHCAL ROD EXIT DEYDE F ANCHOR DETAILS / INSTALLATION CONDITIONS D slzr rLAT DWG NO. IMF 3580-1 F •�„ 5C"LE' NTS AUT�CAD ]"`E' 4 D 8 STUDDED WALLS I- o• H x � ..Id• le r.X—I F FIs ,To x'I (a) TOTN PEA am IENCACEY X] N2 5115 (2) PE9 INCHp( O 7 31 � EXT — � E%T 'WOOD STUD WALLS .STEEL STUD WALLS SEE NOTE 1. SEE NOTE 1. EXT 'STEEL STUD WALLS. SEE NOTE 1. eYe'x.•» Xa ?1E7 ]B N 4W..X xSl WOOD STUD DR ND UNIVERSAL UNIVERSAL ANCHOR ANCHOR ANCHOR DETAIL'D' SILL INSTALLATION wrix Nex— —v..x FRAME JAMB NTERI6 I/4• I X O TpPCPY R /MOW ISCR µ. EXTERIOR AS REWIRED — OEV MAX. MIMIN. EDGE olsiµCc: SINGLE OUTSWING DOORS 1.25' FDP WON \ / 2. • POI COAETE Y INTERIOR R FRAME JAMD 1-3/4' TAPGON OR #14 % 1-3/4' WOOD SCREW (AS REWIRED) E%1ERIOR MIN. EMBEDMENT-1.25' MIN. EDGE DISTANCE: DOUBLE OUTSWING DOORS 1.25' FOR WOOD 2.5' FOR CONCRETE ,. LAG SCREW INTO WOOD STUD WALL - - e•uuT. pp S- 4IJL Tt9.� uae WEANS 4N IILe r sc JYe_ tfT,-lf,,Lo"mI �1�/�k,l I DATE RIODUCE ItXVILKD ewPITIMerXA Ue II1X1Y B Y I. nw.RXe. M1ne -121 ceq..Mxe nw p~il.otu4ae ,dY FRAME HEAD ANCHOR "'I ""A" EOCE "'N' NSTMCE "SINCE J' MIN. p(Sx)ex dEXI EMBEOMENi M PE Gdx[FA[n ].0' MIN. s wm EMPEOMENT O 0 SNiu NA[E \ T 3 [xi \\ 11 uuc `Ern exulm � ) 5 NOTES: ISTRAiCA 1.(-)WOOD OR (')STEEL STRUCTURAL MEMBERS OF WOOD AND STEEL —STUD WALLS MUST BE DESIGNED TO CARRY ,.IS III W AT LEAST 312 A/FT. LOAD FOR ASSEMBLIES RATED 075 FEE. 1/a'%114XI — vD00 SLLt AND 624N/FT. FOR ASSEMBLIES RATED =50 PSF, WHICH IXf /H%I-]/a' µ5 /4' WS L25' MIN. [uBWMExT E.O.— Ed— 1.RS MN. EDGE DISTANCE MT. WON SHOVED BE VERIFIED BY THE APPROPRIATE OFFICIAL. 25• MIN EDGE DISTANCE 2.NUMBER OF ANCHORS FOR VARIOUS OPENING HEIGHTS IS TDE NVC Ixio CONCRETE LIMITED BY MAXIMUM DISTANCE BETWEEN ANCHORS, SHOWN ON THIS SHEET. SILL INSTALLATION SIDE View 3.APPLY CAULK AS NEEDED. 4.HEAD ANCHORING OPTIONS FOR CONCRETE LINTEL SEE SHEET 4 MANUFACTURING FACILITY: SCHLAGE LOCK COMPANY, LLC STEELCRAFT 6810 HILLSDALE COURT 9017 BLUE ASN ROAD INDIANAPOLIS, IN 48250 CINCINNATI, I 45242 ANCHOR DETAILS / INSTALLATION CONDITIONS 3560-1 I F TABLES. PERIMETER SEAL HARDWARE WHEN WATER INFILTRATION REQUIREMENT DOES APPLY. MAXIMUM Design Pressure N.75 PSF. Soo Shoots i & 2 OEM NUMBER .ITT 1, DESCRIPTION MOOELNOI PART INSTALLATION TABLET MANUFACTURER RETAIL DETAIL 1G THRESHOLD WIR nooplono 56WERO NTL .11. 'YJI' $50MOP -Er Wr or bvlbUnkn 17 111EALSWEEP STEELORAFT •0' Wl'S W'2' 19 SPLITASTPAOAL N.Dail aRTL 'PI' 13TMGP PS is OR 20 CELF ADHESIVE BI 4431FSMERO INTL 'H' 'u'B Tr DooR SEAL PS01dIGTEELCMFT 'F' 21 0l0RERO INTL .11. 'P DDOR 6WEEp ]03NINGP 'JY 22 DpOR SWEEP 1a92ERDINTL x' DWI• 2a 47MERD INTL 'L+' ,H. ADJUSTABLE siOP ITONNOP •LP 11RERO INTL Ml' 'Wt. 2° RAIN GRIP CAP IBNNGP 'Mr ryli' EXT ll� PERIMETER SEAL HARDWARE WHEN WATER INFILTRATION REQUIREMENT DOES NOT APPLY. Maximum Design Pressure a/.150 PER See Sheets 1 & 2 ITEM NUMBER MODELNo. PART INSTALLATION BHT.1 OESCRPTION MANUFACTURER DETAIL DETAIL TABLE 1 16 THRESHOLD E6EBVIERDINPl- 'EI' Wllbnoo or Bule aekel n 9506Y NATIONAL GUARD 'ET 11 FASCSAL ODOR SWEEP STEELCRAFT 'P 330 BY ZERO 'TV IS 6PLITASTRAGAL 1°TDYNm 'Pr 1S PS474 SELF ACHESIVE WEATHERSTRIPPING STEELCRAFT 2S OOONTOP CAP 6IEELCRAFT 'N' OPTIONAL DFTAIL'E1' DETAILTV DETAIL'S' TYPE I THRESHOLD TYPE3THPESHOLD PD DIA ZERDINTLIMEERIES NATIONAL OVARO SO SERIES SILFAD 3 N S IE 1B WEATHERSTRIPPII IS 20.24 REQUIRED WHEN WATER INFILTRATION IS NEEDED /° RAF LP oY OEIGIB Apll,S N vT RAIN GRIP OAP 4w y eve of n:+'w Pam —IF OETAIL'L1' agme pbC Lis• IER0975 1 ADJUSTABLE STOP Pxwa .spr N4m OETAL'JI' x ZERD5a9 OpT D 000.3W EEP OETAIL'JR' OETAIL'x' OE7A 'L]'Ne OETAII 2i DOOR SEAL 22 DOOR 9WEEP 23 O NG^KR t7p5O Nap 2S2 P4 RAIN OR PERIMETER SEAL INSTALLATION DETAILS WHEN WATER INFILTRATION REQUIREME 13 +p I8 O0.O (j 6 LwOX E%IERIDR mew _ ID �'' mlal �I EnEwM 7( I 1B W9'SA. aCRR`WKC \v 1/d'xl-a//6' MPCRN /LII M FJORI-3/L• RS/ INTO 3 CETAR-u- LRS' NIN. WOEONENL I. TOP OFOOOPMEAD IN Ip SEE NOTE I FASSEAL p00R SWEEP upfprlEGFaExL O 4, 312' p1MREB HWE rM II— Bxl-VZ '1 SELF-ARILLINE SIREV 0.062 pgpi�x3R m LETAIL'P'RSFHDS S ! 19 sRITnSiMwEw SSD• E 1.52' OpQ� 1.75' DETAIL'N' Jf 21 0A TOP CAP pETAIL'P2' WTO p OFSEIREss111AST.M- �l0 WEAlHfR6TRIPpING OETNLV DETAIL Wi' \ u[t IV HER WATER INFILTRATION MEETINGEDGES BOTTOM OF DOOR ZERO WEATHERSTRIPPING BCTMM OF DOORN REOUIRFMENM APPLY SPLIT ASTRAGALS AND SILL INSTALIATIO N ANO SILL u�IxroE RInAXLE DISiµCE PPP RDVED [WgIEIE SLL THERSTPIFPINC ENE APPv AnDN JPD A APPROVAL DWG YMF 03/t3/09 D REVISION DWG YMF 01/19/10 C REVISION DWG YMF 07/16/10 D I REVISIONDWG YMF 08/05/10 EXTERIOfl US 18 — ( 4 L isAL FM1D 1B WI NINGEN,.I INSTALLATION FN HEADBAND JAMDS RUSS I.. 10 EXTERIOR pR BEM ;Mewo w° IIIL,NW a/1' TAPCCN 1.2E' MIN. ISS1 Clal-C C)pW0. EAT W INi'<I-yA' WE Ixro MCN.4u Fll AIM 1.2E• 41N [Y D[OYfNa 9. E'MIN. ECDE OIBTµtt REN FOflPh4ENT �,IN pGWL:6' g410 CIXIttEIE SILL °u pE° myllxR µ o °u usiu uypu uwrlOx Y OMUETNLW 9.WIY tt4ve»lu ror ModdA AepN.ANA IT 1217•-Ifr EepInNl�pm //6 Say I i _ . Ltnw BWM1 OxBe NOTES: I. ELOTLOCATIIXJS IMY VA '.. DIFFEREMODOR WImH. 2. DOOR ME- P MOID SECTION IS MO E OF PRO FAX APO-199 POLYPROPYLENE HOMOPOLYME R 3. DOOR SWEEP FLEXIBLE SECPON IS MADE Of 5AVTOPREA'E RI 4, FASBFAL DOOR SWEEP N aI, AND THRESHOLD C 01 ARE REQUIRED FOR ALL INSTALIADONS. SCHLAGE LUCK COMPANY, LLC MANUFACTURING FACILITY. 6810 HILLSDALE COURT STEELCRAFT IN➢IANgPOLIS, IN h6250 9017 BLUE ASH ROAD CINCINNATI, OH 45242 ILE SIEELCRLFI N SERIES SHALE AND DOUBLE FLUSH OUTSVINE NNNERCIAL STEEL DOERS WITH "'Ce. Pop Ex11 DEVISE SINGLE AND DOUBLE FLUSH DOOR PERIMETER SEAL HARDWARE. zE FLAT DWG xn RLV 3580-1 F O NTS AUTUCAD r E 6 g 1.5' 1,5' 'iSi �i; ' •• i'i li• �ii ,�•i i�i I DE (E) TEMPERATURE RISE CORE (F) EXPANDED POLYSTYRENE FOAM MINERAL FIBER BOARD BY ATLAS EPS DENSITY:1,0 LB/FT' DENSITY: 1721.5 LBS/FTD OR POLYISOCYANUR ATE PYROPHIBIC SYSTEMS LTD (POLYURETHANE) PYROPHOBIC PSL P25C-60 CORE OR RT ELFOAM. DENSITY:2 LBS/FT. '1I1111111 MARSHFIELD DOOR SYSTEMS h� k1�1B}}GO \p`QpD1 D. CALCIUM SILICATE MINERAL CORE \\/ ` OQ.;'`10ENS: KIODUM hY.vMD ,A. YuRfia'c DewnA roe MoAA �: nv�i„roil- ln`rAO 5 c NOTES: 1. CO RE MATERIAL SHOWN WITHOUT CUTOUTS FOR REINFORCEMENTS •/�'� ,Ai wmiw 6Y•ei'aYdl A LTR DESCRIPTION DATE APPROVED A APPROVRL DWG JPD OP/03/14 SCHLAGE LOCK COMPANY, LLC --II 6010 �- HILLSDALE CUURT INDIANAPOLIS, IN 46250 JECIINI 1111E S1E£LCIUfT H SEMES SINCLE AND DOUR DALE STATICAL ROD E%It OENCE DOOR CORE OPTIONS MANUFACTURING FACILITY. STEELCRAFT 9017 BLUE ASH ROAD CINCINNATI, BIT 45242 3580-1 A iNEEi � •. 8 STEEL BUTT HINGE 4,5• X 4,5' SM. W. MIN. 112-24 MACHNE IVES 5801/]C9I SMEM .134• MIN. "HIGHNESS Fy MIN. _ ]6k:1 4.5" 1 MIN.. CONTINUOUS HINGE IVES 1124D k 224HO ALUMINUM 6035-T5 MIN .110" MIN. THICKNESS STEEL CONTINUOUS HINGE IVES 600 96 075 (14CA.) MIN. THICKNESS MAX 1012 COLD ROLLED STEEL Fy MIN, 45ks1 STAINLESS STEEL CONRNUOUS HINGE MS 700, 7000S 075- (140A.) MIN. THICKNESS 304 STAINLESS STEEL Fy MIN. 31ks1 HEN MT O He NINO /10-24n 1/2' MW. HnWINSCREW W sEV o11w1c uC11 xINGE -EA` WMIPTY VMiES PER HINGE ELNMI e `T 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 R E V I S 1 0 N S' DESCRIPTION DATE APPROVED APPROVAL DWGS. 02/03/14 OSURFACE VERTICAL ROD EXIT DEVICE 15 WS9819927(F) BY VON DUPRIN TOP LATCH SOFFIT LATCH M,/-COVER I�1(,({(If}j�J�ENDCAP BRACKET TOP LATCH THRU BOLTED WTH THRU BOLTED (2) #10-24 MS WITH (6) TOP ROD 1/4-20 �M,ECHANISM SCREWS / CASE TRIM WITH (4) II 4LW '-0ENTERCASE #10-24 MS COVER IUI BOTTOM LATCH di ---BOTTOM ROD N yy1.2.m mn.elY THRU BOLTEDTIII/ WNW, + 'w`2°'„'13 WIN (2) SCREWS M LATCH P,,�BOTVTEO CerLOr1 oaV'• OT I..a c 304L DOTTOM STRIKE GROUTED INTO FLOOR MANUFACTURING FACILITY: SCHLAGE LOCK COMPANY, LLC STEELCRAFT 6010 HIlLSDALE COURT 9017 BLUE ASH ROAD INDIANAPOLIS. IN 46250 CINCIN NATI, ON 45242 EXIT DEVICE AND HINGE OPTIONS 3580-1 1 A NTs I AU IOGAU SHT B DF B