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Ib do << 54 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING E ri or 1$o((0u A4 er /f` 0o0R Permit No. VONIVIOP APPLICATION 511°P 1)14444/6'5 Master Permit No. ((— 5 6 FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): (3 a rr 1 (Jv; ver$, ry yd Address: (1 300 A/15 2- Ave-, City: M j aaa; 5her-e5 State: F L- Tenant/Lessee Name: fez 4/l Email: 10 2c1Lvarri(5 e Mali. 0016, ect✓ JOB ADDRESS: ( (2)O0 AJ - Z Ni AVM City: Miami Shores Folio/Parcel #: (( 11 3 b 0000 0 1( 0 Phone #: 3 5 - Sqi -3 050 Zip: 33 [ 6 Phone #: County: Miami Dade Zip: 3 3 (6 l Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: NI aS5 A A S 5c j at-i l LLC,. Phone #: q 5 q- 76c( -is/0 i Address: 2-10 ( Al • 4,,vaf .e 1,-5 4 i/e,. l 4, , r°r.. City: For r t o ,d ereict le_, State: (2- Zip: 3 33 Qualifier Name: G h.e r/ ( L pi h W/ ril-e r Phone #: q 5L(— 7 6q — is (07 State Certification or Registration #: G G- c, (4 0 6 `5 4 7 Certificate of Competency #: Contact Phone #: 454 " 761- 3' (0 ? Email Address: 5L/MVe R e M O'5 em a r (. co "4 0 DESIGNER: Architect/Engineer: t to moil fc t' �� Phone #: 703 — R07— Z ZZ Value of Work for this Permit: $ 771109 000 7.= Type of Work: Addition UAlteration 031 1 °i UNew ORepair/Replace Description of Work: TTEt?(Dl�':~ Di_Loky Square/Linear Footage of Work: ODemolition -caw ** * ** * * * ** * * * ** ** * ** *** * * * * * ** * * * * ** Fees************* ** * * * * ** * * * * * * *** * *** ** * * * * * * ** Submittal Fee $ Permit Fee $ .) 3 CCF $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ 06 Technology Fee $ Double Fee $ Structural Review $ 60 CO /CC $ DBPR $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 6 day of Oc7 ,20// , by C�'S.a;e.c�.a� 8c%i/4 -•e-iS` , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign:i Print: My Commission Expires: ontractor The foregoing instrument was acknowledged before me this 6 / / day of Q , 20 IL by Q errij k i'r>e , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: (e•., A. BAGLEY - cl Notary Public - State of Florida = My Comm. Expires Jul 6, 2014 g Commission # DD 972411 'n4ii1ri�2``� Bow Through National Notary Assn. *** * * * * * * * * * * *** *** * *ZiA * /6.-/get Plans Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Clerk Mvtlarni Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. (/ "tee' 6 Job Named Date STRUCTURAL CRITIQUE SHEET 5 t4ham/ 1-1-4 I, d!e 45.bi; V'4 or1ori -e S14mi /J-41 fe e l ir I CANNONDESIGN SUBMITTAL IDENTIFICATION SHEET To be completed by ContractorlCM Project Name/Address/Number Barry University Residence Hall 11300 NE 2nd Ave Miami Shores, FL 33161 Cannon Design Project No. 03617.00 Owner Barry University Architect / Engineer Cannon Design Submitted By Lotspeich Co. of Florida Contractor / CM Submittal No. 236 Cannon Design Submittal No. 081113 -001 Drawing / Detail Reference A1002 Manufacturer / Supplier Ingersoll Rand Priority: )1 Critical Specification Section/ Paragraph 0811 13 Item/ Produp4b Exterior Doors Required Date: October 7, 2011 Remarks or Deviations To be completed by Reviewer Requirements for Submission to Cannon Design Shop Drawings: Product Data: Samples: X. A. ❑ B. No Exceptio No further re Make Correctlo Incorporate otherwise no ❑ C. Revise and R Revise as not ❑ D. Rejected Submittal not in compliance with Contract Documents. ❑ E. For Record Only Received for record purposes only. Review is for conformance with the design concept of this project end for general compliance with contract documents. Contractor is responsible far quantities, dimensions and comptlance with contract documents and for information that protests to fabrication processes, construction techniques and coordination of this work with all trades which will be affected thereby. This review is null and void if submittal deviates from contract documents and does not indicate or note deviations. J. Ramunno October 6, 2011 Reviewed by Date P. Mendola 10.10.11 Reviewed by Date IVIC)ss Moss & Associates, LLC 2101 N Andrews Avenue 300 Ft Lauderdale FL 33311 TRANSMITTAL No 000138 PROJECT: Barry University Residence Hall TO: Cannon Design 2170 Whitehaven Road Grand Island NY 14072 ATTN: Peter Mendola DATE: 10/06/2011 RE: Exterior Hollow Metal Door Frames MSV Permit JOB: 2010023 WE ARE SENDING: F,-/1 Shop Drawings SUBMITTED FOR: n Approval ACTION TAKEN: ■ Approved as Submitted Letter n Your Use n Approved as Noted Prints As Requested n Returned After Loan Change Order Review and Comment ❑ Resubmit Plans Submit u Samples Specifications SENT VIA: n Returned n Returned for Corrections ,/ Attached ____. Separate Cover n Other. E -Mail r,-/-1 Due Date: 10/07/2011 E Other Line Item Package Code Rev. Qty Date Description Status 1 Submittal 000236 1 Exterior Hollow Metal Door Frames Reviewed by GC MSV Permit REMARKS: The attached submittal has previously been approved in a total package of interior and exterior doors. It is a requirement of Miami Shores Village to submit the exterior doors for permit review. Please review and return by 10/7/2011. CC: Signed: Jason Ramunno EXTERIOR OPENING SCHEDULE FOR BARRY UNIVERSITY STUDENT HOUSING MIAMI, FLORIDA FINAL GMP DRAWINGS DATED 5/10/11 ARCHITECT /DESIGNER: GENERAL CONTRACTOR: SCHEDULE BY: BU6 CANNON DESIGN 1100 WILSON BLVD. SUITE 2900 ARLINGTON, VA 22209 MOSS & ASSOCIATES 2101 N ANDREWS AVE SUITE 300 FORT LAUDERDALE, FL 33311 PHONE - 1- 954 -524 -5678 FAX - 1- 954 - 524 -5677 LOTSPEICH COMPANY OF FLORIDA INC. 6351 N. W. 28TH WAY, SUITE A FORT LAUDERDALE, FL 33309 PHONE - 954- 978 -2388 FAX - 954 -978 -4647 PROJECT MANAGER: Todd McCullough, AHC Since 1928 ILCF LOTSPEICH co OF FL. INC ' y l xi � � +%x �S7��� � F1 M'C � '� !i -7,,,,,,,,, i i � 'rel... n . ,, .-',414 ! ) Pl 'AP.' � 4., ,A , F ti' kn1 C,L; . N h ) ,),, hc� dt- r?xn41 , � {_ r T * d'9 ,.7` tr, ;?, -' a : Lotspeich CO L of Florida, Inc. 6351 N , 28`h Way S ite A Fort Lauder • ale, FL 33309 Voice (954) 978 -23:8 Fax (954) 978 -4647 vw ! fnc. om General Notes: 9 These shop drawings were prepared for LOTSPEICH COMPANY I F FLORIDA, INC. only. Other suppliers, man using these drawings for their products do so at their own risk. 9 Material shown on these drawings will be fabricated only after a formal approval by the architect has been received approved hardware schedule. 9 Doors and frames will be reinforced for surface mounted hardware as required in specifications and drawings. Dril attaching surface mounted hardware by others. Doors and frames wfil be prepared and reinforced for mortised ha hardware will be drilled and tapped at the factory except for trim mdunting holes and thru bolt holes. 9. All doors and frames will be phosphatized and receive one coat of baked on prime paint. 9 All frames are provided as "Welded" unless otherwise specified. > All frames will be furnished with jamb and base anchors as specified, 9 All frames will be furnished with three rubber silencers per jamb (single frames) or two per head for double frames. when weather - stripping is furnished and would interfere. > Glass, glazing and installation of such by others. • Unless otherwise specified " LOTSPEICH COMPANY OF FLORIDA. INC" will furnish hardware. lti All doors and frames will be marked with the "architects mark number" indicated on the door schedule unless othe 9 The hardware columns of the door and frame schedule are forfrtturel shop fabrication purposes and are determined the approved hardware schedule. 9 The hardware locations indicated on the door and frame elevations are manufacturers standard locations for "stand Other hardware, such. as deadlocks, will be located at Steelcraft standard locations for the specific hardware unless approved schedules or specifications. > When steel doors are used in conjunction with aluminum or structural steel products it is the responsibility of the ge coordinate hardware locations. Exterior / interior Contracting • Acousncal Ceilings • Building Specialties • Doors and Hardware • Drywall construction • • Raised Access Flooring • Stucco / Plaster facturers or distributors nd receipt of an tug and tapping for ware. Holes for this Silencers are omitted vise specified. alid only after receipt of rd type" hardware only. oted by the architect in eral contractor to ABBREVIATIONS ARBREVATIONS i FRAME TYPES DOOR TYPES • ABO = ALUM BY OTHERS • SHC= STANDARD HOLLOW CORE • CRS = COLD ROLLED STEEL • RAGS = ROTARY PAINT GRADE BIRCH • HDBD = PRIMED HARDBOARD • P = PRIMED • • • • RH = RIGHT HAND RHR $ RIGHT HAND REVERSE LH = LEFT HAND LHR • LEFT HAND REVERSE 1 ) ? i I = 3 SIDED (SEE SCHEDULE FOR MATERIAL) 2 • SGL SIDELITE 3 ° DOUBLE SIDELITE • F = FLUSH • FG = FULL LASS • HG m HAL GLASS • N = NARR W VISION • DD = DUT H • 1 = FULL UV ER GENERAL INFORMATION AND NOTES BARRY UNIV. RESIDENCE HAL DATE — 07/20/11 PM —JAMES CROSS K. Page r� g e °r"' LOTSPEICH CO. of FLORIDA, INC. 6351 N.W. 28TH WAY, SUITE A FORT LAUDERDALE, FL. 33404 TEL (954) 978 -2388 FAX (954) 978L4647 OPENING SCHEDULE FOR: Barry University Student Housing (BU6 DATE:04 OCT 11 PAGE NO: 3 DOOR # LOCATION a T Y OPENING SIZE F R S E R E S F R G A U G E F R M A T L J A M B D E P T H D R S E R E S D R G A U G E D R F N S H F R E L A B E L T H C K A R C H D R T Y P E M F R T Y P E H A N D F R E L E V 1 E A N C H 0 R H E A D N G 115A 134 135A 140 EXTERIOR From STAIR 1 S1 -01 EXTERIOR From MAIL ROOM 134 EXTERIOR From TRASH ROOM 135 EXTERIOR From PUMP ROOM 140 142 EXTERIOR From WATER TANK ROOM 142 146 EXTERIOR From MAIN ELEC. ROOM 146 151C 156A 160X 421 EXTERIOR From ROOM 151C EXTERIOR From STAIR 2 S2-01 Exterior From Chiller EXTERIOR To STAIR 3 S3-04 1` 1 3'0 "7'0" 3'0 "8'0" 6'0 "8'0" 3'0 "8'0" 6'0 "8'0" 6'0 "8'0" 6'0 "8'0" 3'0 "7'0" 6'0 "7'0" 3'0 "7'0" F F F F F F F F F F 16 16 16 16 16 16 16 16 16 16 A60 A60 A60 A60 A60 A60 A60 A60 CRS A60 534 534 534 534 534 534 534 534 534 534 H H H H H H H H H H 16 16 16 16 16 16 16 16 16 16 -A60 -A60 4160 -A60 A60 ULC 4 4 4 4 4 -A60 -A60 -A60 -A60 -A60 4 4 4 4 4 F N F F F F F F F F F N-H F F F F F F F F RHR LHR 1 RHRA 1 RHR 1 RHRA 1 RHRA RHRA LHR RHRA LH 1 F REMARKS 14 NOA #10- 0209.07 15 NOA #10- 0209.09 16 NOA #10- 0209.06 15.1 NOA #10- 0209.07 16 NOA #10- 0209.06 16 F F 16 14 16.1 14.1 NOA #10- 0209.06 NOA #10- 0209.06 NOA #10- 0209.07 NOA #10- 0209.06 NOA #10- 1206.02 -04 OCT 11 JOB# BU6 BARRY UNIVERSITY STUDENT HOUSING MIAMI, FLORIDA Heading # 14 Group # 14 1 SGL DOOR 115A EXTERIOR FROM STAIR 1 S1 -01 1 SGL DOOR 156A EXTERIOR FROM STAIR 2 S2 -01 TYPE 7 3'0" X 7'0" 6 HINGES 1 EXIT DEVICE 1 EXIT DEVICE X 1 3/4" FLUSH HMD X HMF 2 MORTISE CYLINDER 2 DOOR CLOSER 2 WEATHERSTRIP 2 DOOR BOTTOM 2 THRESHOLD 5BB1 4 1/2 X 4 1/2 NRP 25 -R -L X 510L DANE SEX BOLTS (4) (115A) 25 -R -L X 510L DANE SEX BOLTS (4) (156A) 986 50- 210F -MK 50- 210F -GMK 50- 211F -CMK 50- 215F -1 /EXTRA /KEY 50 -219F "DO NOT DUPLICATE" SC81 RW /PA PS -074 1 \36" X 2 \96" FAS -SEAL 36" 950 V X 36" -NOA# -1.0- 0209.07 CONFIG #13 630 RHR US26D LHR US26D 626 689 AL PAGE - 4 90 -RHR 90 -LHR IV FL FL FL FL SF SF NA Heading # 14.1 Group # 14 1 SGL DOOR 421 EXTERIOR TO STAIR 3 S3 -04 TYPE 7 3'0" X 7'0" 3 HINGES 1 LOCKSET 1 DOOR CLOSER 1 WEATHERSTRIP 1 DOOR BOTTOM 1 THRESHOLD NOA# 10- 1206.02 X 1 3/4" FLUSH HMD X HMF 5BB1 4 1/2 X 4 1/2 NRP L9480BD 06A (421) SC81 RW /PA PS -074 1 \36" X 2 \96" FAS -SEAL 36" 950 V X 36" 630 LH 626 689 AL 90 -LH IV SC FL SF SF NA -04 OCT 11 Heading # 15 Group # 15 1 SGL DOOR 134 JOB# BU6 BARRY UNIVERSITY STUDENT HOUSING MIAMI, FLORIDA EXTERIOR FROM MAIL ROOM 134 TYPE 14 3'0" X 8'0" 4 HINGES 1 LOCKSET 1 DOOR CLOSER 1 WEATHERSTRIP 1 DOOR BOTTOM 1 THRESHOLD NOA# 10- 0209.09 X 1 3/4" NV HMD X HMF 5BB1 4 1/2 X 4 1/2 NRP T581HD D 2 3 /4 -BS 7 -PIN 5164 SC81 RW /PA PS -074 1 \36" X 2 \96" FAS -SEAL 36" 950 V X 36" CONFIG. #2 630 626 689 AL PAGE - 5 90 -LHR IV FL FL SF SF NA Heading # 15.1 Group # 15 1 SGL DOOR 140 EXTERIOR FROM PUMP ROOM 140 TYPE 17 3'0" X 8'0" 4 HINGES 1 LOCKSET 1 DOOR CLOSER 1 WEATHERSTRIP 1 DOOR BOTTOM 1 THRESHOLD NOA# 10- 0209.07 X 1 3/4" FLUSH HMD X HMF 5BB1 4 1/2 X 4 1/2 NRP T581HD D 2 3 /4 -BS 7 -PIN 5164 SC81 RW /PA PS -074 1 \36" X 2 \96" FAS -SEAL 36" 950 V X 36" CONFIG. #4 630 626 689 AL 90 -RHR IV FL FL SF SF NA *04 OCT 11 JOB# BU6 BARRY UNIVERSITY STUDENT HOUSING MIAMI, FLORIDA Heading # 16 Group # 16 1 PR DOORS 135A EXTERIOR FROM TRASH ROOM 135 1 PR DOORS 142 EXTERIOR FROM WATER TANK ROOM 142 1 PR DOORS 146 EXTERIOR FROM MAIN ELEC. ROOM 146 1 PR DOORS 151C EXTERIOR FROM ROOM 151C TYPE 15 2/ 3'0" X 8'0" X 1 3/4" FLUSH HMD X HMF WHC 32 HINGES 8 SURFACE BOLT 4 LOCKSET 8 DOOR CLOSER 4 WEATHERSTRIP 8 DOOR BOTTOM 4 THRESHOLD NOA# 10- 0209.06 5BB1 4 1/2 X 4 1/2 NRP SB360T X 12" T581HD D 2 3 /4 -BS 7 -PIN 5164 SC81 RW /PA PS -074 1 \72" X 2 \96" FAS -SEAL 36" 950 V X 72" CONFIG. #4 630 US2C 626 689 PAGE - 6 90 -RHRA 90 -RHRA 90 -RHRA 90 -RHRA IV IV FL FL SF SF NA Heading # 16.1 Group # 16 1 PR DOORS 160X EXTERIOR FROM CHILLER TYPE 23 2/ 3'0" X 7'0" X 1 3/4" FLUSH HMD X HMF 8 HINGES 2 SURFACE BOLT 1 LOCKSET 2 DOOR CLOSER 1 WEATHERSTRIP 2 DOOR BOTTOM 1 THRESHOLD 5BB1 4 1/2 X 4 1/2 NRP SB360T X 12" T581HD D 2 3 /4 -BS 7 -PIN 5164 SC81 RW /PA PS -074 1 \36" X 2 \96" FAS -SEAL 36" 950 V X 72" NOA# 10- 0209.06 CONFIG #4 630 US2C 626 689 90 -RHRA IV IV FL FL SF SF NA BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Ingersoll -Rand 6810 Hillsdale Court Indianapolis, IN 46250 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials documentation The submitted er i Contiol Division and accepted by tl eBoa d of Rules andAppeals (BORA) to be used MiiamDade 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or matetial tested for quality assurance purposes. if this product or material fails to perform in the accepted manner. the manufacture) will incuu the expense of such testing and the A1-11 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction BORA reserves the right to revoke this acceptance. if it is determined by Miami-Dade County Product Control Division that this product 01 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: IR Series Double Flush Outswing Commercial Steel Doors w I wo Panic Exit Devices APPROVAL DOCUMENT: DiawTng No " TRF =D07 ",titled "Flush- Outswing- Double Doors ". sheets 1 through 11 of 11, prepared by the manufacture), dated 05 -27 -07 and last revised on 04 /14/10, signed and sealed by Thomas Gordon, P E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressures, Sizes, Hardware and Water infiltration limitation sheets 1& 2 of the drawings. 2, Expanded foam core options (F) in sheet 4 is limited to EPS by Falcon Corp and Polyisoeyanurate —H200 (polyurethane) by Elliott Co. 3. Electrical/Electronic function is not part of this approval, such functions to be reviewed and approved by A1-1.1 LABELING: Each unit shall bear a permanent label with the manufacturer`s name or logo, city, state 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 aftei the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply ...:,►� -, rin,,-a_thi_sMAshall be cause for termination and removal of NOA. t4Z X46 c 4� MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375.2901 FAX (305) 375.2908 www miamidade gov/buildingcode 15(C 1cov ADVERTISEMENT: The NOA number preceded y t e wor s )anu- a' of the n is displayed, then the expiration date may be displayed in advertising - literature. If- anypurc� 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 # 07- 0829.03 consists of this page I and evidence pages E.1, E -2. as well as apps oval document mentioned above The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. NOA No 10- 0209.06 Expiration Date: May 05, 2015 Approval Date: May 12, 2010 Paige 1 1 ngersoll -Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0829.03) 1. Manufacturer's parts and sections drawings. 2. Drawing No "1RF -D07 ", titled "Flush Ontswing Double Doors", sheets 1 through 11 of 11, prepared by the manufacturer, dated 05 -27 -07 and last revised on 04/14/10, signed and sealed by Thomas Gordon, P.E. B. TESTS I. Test report on 1) Uniform Static Air Pressure Test, Loading per TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per PA 202 -94 Along with manufacturer's parts and section drawings of double flush outswing steel doors, marked by National Certified Testing Lab, Test Reports No. NCTL -210- 3580 -2, dated March 25, 2009, signed and sealed by Gerry Ferrara, P. E 2. Test report (transferred from file # 07- 0829.03) 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 5) Forced Entry Test, per PA 202 -94 _Along with manufacturer's parts and section drawings of double flush outswing steel - -- CTLA-776W- dated-------- _.__ -- doors, marked by Certified Testing Lab; Test- Reports No(s). February 20, 2002, CTLA -776W1 dated April 25, 2002, CTLA- 776W -2, 3 dated April 20, 2002, CTLA- 1035W -2 dated Feb. 11, 2003, CTLA - 1086 -W dated Nov. 17, 2003, all signed and sealed by Ramesh Patel, P.E. 3. Test report (transferred from file # 07- 0829.03) 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 5) Forced Entry Test, per TAS 202 -94 Along with manufacturer's parts and section drawings of Flush outswing double steel doors, marked by Certified Testing Lab, Test Reports No(s). NCTL -210- 3357 -1 dated Dec 28, 2006, signed and sealed by Gerard J. Ferrara, P.E 4. Additional test reports 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Water Resistance Test per FBC TAS 202 -94 Along with marked -up drawings and installation chap= of double steel commercial uov ri. prepare National ertifcd TeSiiri b'or_to i eJnc TestRouort No NCTL - 210 - 03- 0514 -11, dated Augliqr ,. 2004. NCTL- 210 - 3044 -1, dated August 31, 2-004, NCTL - 210- 3549 -1, dated August 26, 2008 and NCTL- 210 - 3511 -1 dated 04/09/08, all signed and sealed by Gerard .1. Ferrara, P. E. Note: Test report No(s): NCTL210- 3549 -1 and NCTL -210- 3511 -1 have been revised by an addendum letter, issued by Lab, dated Feb. 04, 2009, signed & sealed by Gerard J. Fenara, P. E (At i I. 1-- 1^A1/4,■`\` Ishng I Chanda, P.E. Product Control Examiner NOA No 10- 0209.06 Expiration Date: May 05.2015 Approval Date: May I2, 2010 E -1 Ingersoll -Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: (transferred from file # 07- 0829.03) 1. Anchor verification, dated 12/18/2007 and last revised on 06/18 /2008, prepared, signed & sealed by Thomas Gordon., P.E. 2 Evaluation report for Hinges dated 09/01/04, prepared, signed & sealed by Thomas Gordon., P.E. D. QUALITY ASSURANCE BY; 1. Miami -Dade County Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS (Photo copies from files # listed below) 1. Test Report No. 03NK2.370/R145081, January 21, 2003, issued by Underwriters laboratories Inc for "Surface Burning Characteristics of Building material" per ASTME84 -00a and self Ignition per ASTM 1929D for "Elfoam H200 ", issued to Elliott Co of Indianapolis Inc 2. 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. 3. Tensile Test report No. Al 03W1 -Test 1, 2 & 3 dated 23 APR 03 per ASTIv1E -8 for steel face sheet, prepared by Certified Testing laboratory, signed and sealed by Ramesh Patel, P E. 4. Test Report No. NER -384, reissued dated May 01, 1994, issued by National Evaluation Service Inc to Huntsman Chemical Corporation for "Expanded Polystyrene EPS" for grade 365& grade 54- for "Surface-Burning-Characteristics of _.. Building material" per AST ME 84. 5. Test Report No. 9691, dated August 28, 1987, 1994, issued by United Testing Company Inc to Huntsman Chemical Corporation for "Expanded Polystyrene E.PS" for grade 86 & 54 for "Self Ignition Temperature Test" per ASTMD -1929 6. Test Report No. R16529, July 29, 2005, issued by Underwriters laboratories Inc for foamed plastic for "Surface Burning Characteristics of Building material" per ASTME84 and self ignition per ASTM1929D for "BRYX- R16529 ", issued to Falcon Foam, Division of Atlas Roofing Corp. F. STATEMENTS 1. Letter of conformance to FBC 2007 & "No financial interest" dated Feb 03, 2010, signed and sealed by Gordon Thomas, P E 2. Laboratory Statement of compliance, part of the above referenced test reports 3. 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. 4. Letter of comrnitment dated 04/21/10 issued by Ingersoll -Rand for additional tests for butt & continuous Hinges in near future, signed by Yuri Farber. G. OTHER 1. This NOA revises • renews ` • ' I -' • ' • t , , ' 2. Previously consolidates NOA #(s) associated with this files are 07- 0829.03, 02- 0712 0I, 02 -0712 03, 03- 0908.03 and 04- 0203.03, latest expiring May 05, 2010. 3. Consolidation Test proposal # 06 -2468, dated 04/27/07 approved by BCCO 4. IR Locks & Panic devices brochures / catalogs supplied by manuG act re r q (AA — listing ishnq T Chnndu, P.E. Product Control Examiner NOA No 10- 0209.06 Expiration Dnte: May 05, 2015 Approval Dnte: May 12, 2010 E -2 • WA SHIT WLRI rrr •IDT SURFACE MORTISE BOLTS Tff l} LOCK L- 9T VAL DO %1OPEHV 3R9/H OtcS t aIth MMG R1 MLAIL HAiQ M'UIt HAIW NL1MTDR RSDPILIDAIS • RK39ra DIOTI1SOD 375 375 MX MIX 1 .Amat r RIM EAR RILI OUT SURFACE BOLTS CYLINDRICAL 14 LOCK L,rLwr ovde Da #raw 5m■ M • - w• "I N LD4PGA H MLLA9 ATenAaat O 2 i ¢• SURFACE BOLTS V CYUNDRICAL LOCK 4 0 3 W O SURFACE BOLTS yT CYLINDRICAL WES 000 K Ut.L AO•WA 3 RIM ERR V RW OUT t 2 a Z 0 Ad II 8 fe'tat o siOPEILRS WDT" aaw.aoiaL tnPIt. u 101301.0.1 RWOYDR a KURD •R t.aL• AAaA.t wKAn toles t /LIAARAI mossescon Is MIRO Re75 USA DA tM.I THREE POINT LATCHING KAROWARE MULLION a f _ 17w '� 1 OW AW. DOOR DPTICIO WDM 3 sr 1%AC coat onsets worn 6 ID'--.. toMMUSICH MI 1tR1e1rr KRta 370 370 He Mit• SQY.wf. _ Aat THREE POINT WICKING FIXED HOLLOW METAL MULLION WIDTH ImA Won DfSIO+GWD selussertHasoft w•tw:.f• w,De -TILL' 0404 HAsss. WLrMtOA •ISLhtTRA .a of •ttDRmtWt K® Ottit tam I ±65 t CH W. } •Q TAUA SURfACEIVERTICAL Yr ROD EXIT SURFACE VERTICAL ROO EXIT i 0 0 8 6 ■r t•A. YAD111 -1 L•f YAX W9R• Moe w. NFLTMION ILtleeeeOri Is 41:12cC1 to MU, HS H.% t*tr ltL IUtW SiresHa M 0 0 Sq. 3 C" VERTICAL ROD ERR CONCEALED re. VERTICAL ROD EXIT 0 z C I fr MU. ODOR WONT HO IN RIM EXIT N RIM OTT REVISIONS DLSCRIPTON DATE I APPROVED VAL DVS VHF OS /a/ /R7 REV SEM WE F I I RE SED DVS THE G RL PER_IO] -.CD VHF 12M/D7 03/I = /DO G2/OUIO JIVE YIG 04/V6/10 AA t MEETING DDOR EDGES 0004 co1r•IOWRIl'ir014. 0AGT•AGtrgOtDVP PRODUCT RENEWFD it a4i,S eIM 1BCFIAt'lA BWMI•CCale ARtpts=NA 40'1 EipWSIW Date pT 11.6.A .(-�.Aw.l� Mud Dade hadtd Canna dttdnA V NOTES: 1. INTER OR VIEWS ARE SHOWN FOR ALL ELEVATIONS 2. SEE T { 101E 1 ON SHEET 2 FOR HARDWARE APPUCA11ONS AND UINTA. 0115 3. SEES 4E ET 2 FOR FORM REQUIREMENTS A. SEE SHEET FOR ANCHORING TYPES AND UMITATIONS 5. SEE SI4EET 5 FOR WEATHERSTRIPPING INSTALLATION DETAILS AND LIMITATIONS "e Ingersoll Rand Sect ray Tedlnobgles TILE 1CNA -TALC PROWCT MPROWK I— fir WAL. DOOR CPEtOq wqm Ingersoll Raid FLUSH OUTSWING. DOUBLE DOORS AHD HARDWARE CONFIGURATIONS MI. HAM •LTUlOA OPNL INI wK® Of •ea l4a I OA YR I +70 -5 •ee twe RA SAT -I r ac-F• NTS IRFD07 J AUTOCAD 1'1 TABLE 1. Coot GonIlguradon Maximum Design Pmrmum, PSF Maximum Door Opening Slzo, In. LocWng Hardwam Desnipdon Pas 75 NegiiVf 75 Width 2 55 3 65 65 93 9E Haight Hard9raro Family Modei/Sowoa Stoke Models I IR Brand Comments 95 lib 95 75 75 Mortise Look Cylindooe lack Cybndncal La* ULVS400/AD MS M 5500 10-072 Sontage ANSI ANSI Falcon Locknchea /ScWago Furctlon yath deadlodt. 3/4' min. SIvow latch r magmas deadbdt Walao,011, 3/4' nun. Mors AL 10025 g5 CyOezldeal Lock 5 90 SEE NOTE 4 90 SEE NOTE 4- 96 96 6 70 70 96 95 r Rim Exit Deice Rxn Exit Donee DINO/AD CYL 0/,V0/AD CYL 10425 10025 Sdh1age SaMage 12' Throw faith Schleps 1/t throw talon yC Odor/ ta1ch REVISG7 5v6 REV iD Dv6 QEvISED 11V6 927 ISE8 Dv1 DAP 12/G3/67 714 101/76 /ca 11F loecaitie REVISE21 t/69 REVISED PER_P173000 7'0 REVISED OVG TM' 7 5100 Xo 95/99(F) 98/99.'x) ANSI ANSI 9331054 299F/499F Falcon La- knehgr0t03ge Vcn Dupdn Von Dupnn 7 70 70 95 66 Surface Vertical Rod Exit Deuce (901.1 &R swam" (F)18.V 268 F570 299F149SF Top, 3041/24014 Bottom Von Malin 14911706 Von Mann 314' throw latch 3/4' throw bitch far pals use QOTI9954 mullion by Von Oua7In tr pmts use (KR)9954 Mullion by Von Ddain REV=D OV9 TNF ¢?/05109 1 03.16/C9 1 04/4EQ0 l 3788 Top, 2130 8011011 (925 -V 99/9947 -F 3788 Top, 2130 8oaom 335 Tap. 3554 Boncen Falcon Von Oupnn 8 70 70 9 70 70 9.1 91 Concealed Vertical Rod Exit Deice F -15•C 4188 Tap, 2130 Souom 140,10037 4186 Top, 2130 Bosom Falcon 95 95 95 10 70 70 45 71 70 55 Three-Paid lidding Dew= Rim 95/9357(9 99/9957(9 Eire Deice ( 299F/499F TopPaiddk, 304U2481.4 Bottom von Dupmn dr palls use (7474)9954 ral.6iot by Von Damn 299F /499F Topnaiddle. 3041/249Ln Bottom 299FN99F Van Dupnn See note 82 Faimrl lr pars use (7474)9954 mullion 9/ Von 065m NOTES: 1. FOR DOOR CONFIGURATIONS 1, 2, 3, 8 4, INACTIVE LEAF REQUIRES IVES S8360 SURFACE BOLTS IN TOP AND BOTTOM 2. DOOR CONFIGURATION 10 IS USING FIXED HOLLOW METAL MULLION BETWEEN TWO DOORS 3. SEE SHEETS 6.7 8 8 FOR LOCKING HARDWARE AND HARDWARE MULLION DETAILS 4. DOOR CONFIGURATION 5 IS RATED FOR MAXIMUM DESIGN PRESSURE ±90 PSF WHEN WATER INFILTRATION REQUIREMENT IS NOT NEEDED. WHEN WATER INFILTRATION REQUIREMENT IS NEEDED, IT IS 'RATED UP TO +75 PSF 5 SCHIAGE AL-SERIES ER ES CYL DRICCAL LOCK (door configuration 2) IS LIMITED 155 PSF MAXIMUM DESIIGBN PRESSURE 51 rnonurr Riith I, Fulda Odds: ode Asoirommlis Cspr-l100 027' 9y I Le Mud Id& TroJa7Caaba7 Dtddaa uTS 30 a Ingersoll Rand Sewurilyy Tedlnotdgles FLUSH OUTSVANG COORS AND HAP.OWARE CONFIGURATIONS IR COI11M- 1AL DOOR OPENING DOUBLE FLUSH DOORS. I AUTOCAD 65 IRFD07 — MAXIAIUM OVERALL. UNIT HEIGHT + wan lO0" ---"'• L J cc, 1 P N m w_L --4 C3 1 m • 3 1 r•• s A z I yMRE MASONRY ANCHOR M70 GROUT FILLED FRAME AND BLOCK WALL ts TRAK 10 TO GROUT MM/i0 =6 so, 9Aa,/ `5101 SP A¢ WOOD STUD W ULT IU71T1YE3 S1EE7. S1UD WALLS SEE NOT£ i. �,1,1�� t��11! 1... MASONRY BLOCK WALLS I /A. MK tl6MuC [<ditrM 16x •'- ""SL.: NOT'4 1. — LTS• +.r I� \�r Amplenn N. tkQ�O141,06 �I �BIrol+GCm Lfl�.� 5A745 � i I 5lnras � By � i . LG «y�r 1411 A SS' . a a a 1' �,* /wl.S6 w etoaodc6.Dd 44.71171.64L]IG1 MOO STUD OR UNIVERSAL ANCHOR ° sv 14.L36 41 (LOCX -111 ON WED -M) 4504Y hAnoml 0 MOIID anal ANCHOR A0 1 1.3/A- (4) 10U POI ARDOR .i .. iii. iii 7,,„- r,p.,_ 1 .,..,,,,.......... r 67117 STUD M:CHOH 161 M =1 all MI ME NI ce 6 r NM 014:104Z 013141 AWD'• OR 000010 01. UM I . I Y0; YK 1 MI Ell - Ell MN :r�WSl -Mir N. 6ISAAMADSN MAY AL M 1 1 I MI 1M TRAK 10 TO GROUT MM/i0 =6 so, 9Aa,/ `5101 SP A¢ WOOD STUD W ULT IU71T1YE3 S1EE7. S1UD WALLS SEE NOT£ i. �,1,1�� t��11! 1... MASONRY BLOCK WALLS I /A. MK tl6MuC [<ditrM 16x •'- ""SL.: NOT'4 1. — LTS• +.r I� \�r Amplenn N. tkQ�O141,06 �I �BIrol+GCm Lfl�.� 5A745 � i I 5lnras � By � i . LG «y�r 1411 A SS' . a a a 1' �,* /wl.S6 w etoaodc6.Dd 44.71171.64L]IG1 MOO STUD OR UNIVERSAL ANCHOR ° sv 14.L36 41 (LOCX -111 ON WED -M) 4504Y hAnoml 0 MOIID anal ANCHOR A0 1 1.3/A- (4) 10U POI ARDOR .i .. iii. iii 7,,„- r,p.,_ 1 .,..,,,,.......... r 67117 STUD M:CHOH R E V I S I O N S DESCRIPTION VAL DWG YHr DATE APPROVED 55/20/07 10/12/07 12/03/07 DI/E7/56 SID DVG SED PER_HOHCYU TIC Sm DVG WS - SEE DCTA1'vs, �- I11R AN0tG1 63/11' 0100.1 B6SC Too 5.1' 0 OW WIRE MASONRY AA'0101 rM ., Iw 46 RA 0 MASONRY OR rwc-D Hi MASONRY ANCHOR (MA) INTO COICIEIE WALL 0R CHU 6, • 7* 5A rxr °0135/0G ,C' ;0G • 4 ••• :s" ;f. ... ..�OET61'M rxr fi ll I 6'.7' AK Co 1 a o.G wD166 Opal 10 SU. 1NSFAMAIW rxr I it OG tip: 3' 0G 0.0. 1 1 ,5 • i' YAK I l Tr G.C. tlAx. t I 6RTAUA 1„A,� -r- OCTM M ! 1 • R E V I S I O N S DESCRIPTION VAL DWG YHr DATE APPROVED 55/20/07 10/12/07 12/03/07 DI/E7/56 SID DVG SED PER_HOHCYU TIC Sm DVG WS - SEE DCTA1'vs, �- I11R AN0tG1 63/11' 0100.1 B6SC Too 5.1' 0 OW WIRE MASONRY AA'0101 rM ., Iw 46 RA 0 MASONRY OR rwc-D Hi MASONRY ANCHOR (MA) INTO COICIEIE WALL 0R CHU rj , r T1/N D 1w C011xK7C OR MUT 11118 0.0.1 DUIKA 41A1L .001 -« 6601511 Bat IN x r R/S mm. 0617 x461 1 P2511N0 MASONRY ANCHOR (NA) WITH LAG BOLT I1110 *ICU STUD WALL iil �� 11l II ill 6, • 7* 5A rxr °0135/0G 1 '1S a . 111 Dc./AL O l3 ' DOM 11r 9L • 4 ••• :s" ;f. ... ..�OET61'M rxr fi ll I 1.. 1 a o.G wD166 Opal 10 SU. 1NSFAMAIW st . 0c tip: 3' 0G 0.0. 1 1 ,5 • i' rj , r T1/N D 1w C011xK7C OR MUT 11118 0.0.1 DUIKA 41A1L .001 -« 6601511 Bat IN x r R/S mm. 0617 x461 1 P2511N0 MASONRY ANCHOR (NA) WITH LAG BOLT I1110 *ICU STUD WALL iil �� 11l II ill 6, • 7* 5A rxr °0135/0G 1 '1S a . 111 Dc./AL O l3 ' DOM 11r 9L ll C 135.0.41101 133. 0.434. 179• oAGA� fi ll I 11 III TO SUl 11#L Df \ 13' UN ELK r I ' �1/?J. ,� SAD bail IhNiVIIVIIN 3/6 1 5' WS MM. ES0CDW4T F• WARDS Rs STEEL STUD ANCHOR WELD -IN OR LOCK -IN taa DIMLY STEEL STUD WALLS. SEE NOTE I. UNIVERSAL ANCHOR WELD -IN OR LOCK -IN HAT SHAPED ' 0.5 8.10 5. 1* 1D WsSE or TAOE SHEETS AND WELDED TOGETHER AT 700 AND BOUM (A) POLYSTYRENE BY HUNTSMAN CHEMICAL =MDT 13D-S1 n 15 -.ANIMATE 1200 ETHANE) 9TY:2 LDS/T1' 1W l Nut INL a s—RO. • TO! ALLM 5AL 1Rr14uOON OouB.EOUTS4■45004 000.00 j•)M000 OR (ISiiiI. SDOKRFIAL MUM 01 VA)00 AND STEEL -51133 WALLS MUST BE 17330/33 10 CARRY AT 0EAS1 312 I/f'(� LOAD FUN MOW= RAM) 505 PST. AND 5753/41. 1011 ALS 5 CARD 0 00 PST. 10604 WOAD BE MIMED WI THE APAROPIOAIE Ofr1ON- U M8ER Cr *001015 1DR 131I10U5 MMHC /EIOOS IS LIMITED 8T MAri1N 86TAN(f BEIYEDI moms. 918611 OM 1NIS 9131. 3,W1t UATp5AL SIHOON 1534731 0001 0110713 AND •LAPV3 MMAS * P NDxED. &FOP SRL H■S1MLL11■1 AND 66040940 SEE 911 3 k 4. (D HONEYCOMB KRAFT PAPER (E) T3APER MI YERA. 07'9LY: D'_I.S 103/F1s 15 TITRE RISt CORE TIBER BOARD REM RADIUS TGIO Nri5 W04 AVN POE 01,0+0 D YMF 0MaKo APPRD3C0 OK. AMYL JPD n/'lrr 1 TION 55 -DC R (c) STEEL STIFFENED HAY SHAPED SECTIONS 22 GA. MIN rP (F) EXPANDED POLYSTYRENE FOAM GRADES 54/86,, OENSIIYs1.0 LB/"TS OR POLTISOCYANURAIE 44200 87 ELFOAU. DENSITY: 2 WW1' Irlg:rsoll Rond Sq01rity Technolooms { (IDLE MIAMI -OADE POODUC1 ANCHOR DETAIL CORE OPTIONS SVIS Mr APPROVAL / INSTALLATION CONDITIONS IRFD07 FYi6 • NTS 1 AU TABLE 3. PERIMETER SEAL HARDWARE WHEN WATER INFILTRATION REQUIREMENT PERIMETER SEAL HARDWARE WHEN WATER INFILTRATION REQUIREMENT GOES NOT APPLY TABLE 4. NEM NUMBER SIR 3. TABLET OESCRPTNNI DOES APPLY AMA ALLOWABLE DE316N PRESSURE. PFF iw 701 IEEE 216.11 R E V I S I O N S DOSCRIPTIWI APPRDVCD VAL DVG *NC 03/50/07 MODEL Not I.NUH[TUR30 INSTALLATION OE7AR OEM NUNMER SN7.3 TABLED DESCRIPTION 000E1 Nn MANUFACTURER PART 01130 INSTALLATION DETAIL 15/03/07 SSCzERO INTL SSOMGP 353 BF WITIONALGWIID FAS .EAL000R SWEEP nIEWEERO Rn 130013 P5O14 SELF ADIMSNO WEATHERSTRIPPING 9TEBLCRAFT Ia ST ma 137 DT 11OP STEEN:RAFT &Won WERRA PS ON0 SOW Stamm C*A7t Lb.; ON A5110 Flak* 0 41713 PERIMETER S DUG YIF PEER- 110X50 70F BUG TW 1/0767 4/09/00 DS/05/CB 02/06/59 03/02/09 /06/10 ALLATION DETAILS WHEN WATER INFILTRATION UIREMENTS 00 NOT APPLY 13312E1000TL A7SZFRO INTI. AOJUS7AOLE STOP 310ER0 NT7T. RAN ORN CAP Marx I 013 j-------. 030 _ 11 Sze sir WHEN WATER INFILTRATION REQUIREMENT IS NEEDED -MAR DP s.75 030 11 DETA 7 iTPE 171NESH L ZERODlR.565 SERIES STFELORAFO TC tf �-65j `wnL3U 1 rows:ass 509 WHEN WATER INFILTRATION REOUIREMEI*T IS NEEDED • MAL OP. *TS P50 OLTA0.IS 17 TTPEZTNRESHPLO NATONAL GUANO $30 SERFS ME NOW 1 ME KOK 3. NNE �e••■•x1P. TAS. .rv0 DE'J -^'o• d ... SEAL INS7Al1A1011 W MEAD AND 315109 073 TuDasd Ii5 fll>R 37 r1.IA- FARACUN00At1A stSluaAnis atAPMOTI OOIST.LIAIa. ,Samna DA SLCOA lJ I f�js:t• _ I-- 1.52' —oc 0F/r SW 079' 160 - - D 2 GPffi O�fT�T DETAIL TJ nal__C DEfA; tl1 NOP WON ZERO 11 --- 000RSm.. 21 DDOP SWEEP O AOJUSTADLE STOP 23 RAIN DRIP CAP 4 Is 6A TDP CAP PERIMETER SEAL INSTALLATION DETAILS WHEN WATER INFILTRATION REQUIREMENTS APPLY 0375' 0373 031 !TT'ut ow= If ',DUO UN: L'NUVt DETAIL. If TOP OF CoORMEA0 OEAINERSFRYPNO WN£rl OYAIER RGLLT N.6G1 REDIAREMONS APPLY ,r u 1 " iT.l• - WAD ouTvaon.Ar t0=TA1/TLCO1NCnt 7 071. fmp STC140r1511ADe 0,PADJ.1130.12∎A.LIORD•. 1TL..t•MYYA.vLA 1 1410 REARS psi (MAID 1 ea1� £LL ed1A1.M. • RODIICT RENEWED rnad7IAC.11A 01* EIOT I2o BPNUOS Cak Ampt0SV 11010. 1:44 F Esplr0600 11811* tt7 By ISIo..) MIa,4DI - 040dC�5 Albd Ds& Product Cued DITLt . rsoll Rand Technologies WPM L 0• ADDD MAIL Tr1• HINGE JAMB SWEEP INOTALLATUON OEl" ,a MOOLOW METAL MALAN Kf .TNERSTRINPl6 nom CLEARANCE t/+'a -3 /1. 03000* DA n10O -3/1- Rs O i• OMO P BQCIOM OF DDOR ZERO WFATIERSTWPPINO AND S4 INSTALLATION 00. n VL JPD ]T"' NTS I OCAD I IRFD07 I J r11.' 5. 11 SENT TABS TO SECURE ASSEMBLY HEAD ANCHOR �I \\_iop OF JAMB HEAD NOTCHED AND BOLTED ON TOP OF JAMBS HEAD NOTCHED ANO BOLTED BETWEEN JAMBS HEAP NOTCHED HEAD SITS Olt TOP AND BUTTED BETWEEN )JAMBS OF NOTCHED JAMS r 1 "MULTIMSE"SENIES ASSEMBLY SW OPTIONAL iRU55 14EAD5 TYPICAL FRAME PROFILE DOUSE RABBET [• (' 2' MIN. OPTIONAL FOR - L 4' MAX.i - HEAD SECTION ' f 0.625" 12- MIN DOOR SIDE 1.938' 1s,n OPTIONAL FRAME PROFILE SINGLE RABBET URl VARIES Vit ARIES VARIES 1.938' 0127 AT JOINT CONTINUOUS 2' Hill 4' MAX NIG -ALONG BEAD BOTH 5106 2.625' 980/ MIN LOAD MIN. CAPACITY 0000 90E VARIES 5.75 - LON. HOLLOW METAL MUWON §I14GLE RABBET DOOR SIDE• DOCR SIDE 0.525" 10 DALY (SCE SHEET 1--- vARTES MAIERIAL IS PER IABLE 7. UNNIJUIA 1141C101ESS 0.063' (16 r...) NINNIUM rap STRENGTH SELOOD PS - ? u SEE NOTE 4. TABLE 7. STEEL MECHANICAL PROPERTIES MATERIAL CRS ASTM REF A1008 YIELD KSI TENSILE KSi V: A60 : 4,306 A1011 A924 A240 MIN. 30.1 MIN, 44.7 MIN. 31.2 MIN. 73.2 R R E V I S I O N S DESCRIPTION DATE APPROVED APPROVAL DM WF 105/20/07 REVISED DRS RAP 10/12/07 REVISED ORO RAP 12/03 /07 RCN= DNO 'OAF 01/23/05 011I5ED Ems YUf 04/09/00 REVISED DAC xur 06/02/06 REVISED PER_L5BEC0 TI/I 02/06/09 REVISED ORS 1143 03/15 /09 REVISED 0110 YUF 104/06/10 TAB E 6. AVAILABLE FRAME CONFIGURATIONS FRJME JAMB MAX OPENING SIZE SERIES OEM x101+ HEIGHT 5.75' MIN. 8'0' 8'0' MATERIAL DESCR. CRS/HRS GALV GA. /MIN. 14K 16/.053' 14/.067' 12/.099' STAINLESS STEEL 16/.053' 5.75' MIN. 8'O' 8'0" CRS/HRS GALV 16/.053' 14/.067' AVAILABLE DOOR PANEL CONFIGURATIONS W1oMMAX 4E' 1- -1 PANEL HEIGHT MAX 96' wain. Aux.4E (-- HOLLOW METAL MUWO?( DOUBLE RABBETED SHOWN DOOR SIDE 1.94' TAPUB1203 I1'11X5U1lDPC OR ELCO TEXTRON INTO CONCRETE MIK EMBEDMENT VARIES EMBOSSED TABLE AVAILABLE DOOR CONFIGURATIONS CORE MA1[RIAL PER SHT1.4 HONEYCOMB OLYS ENE POLYUR HARE (POLIOSOCY ) TEMPERA'WE RISE STEEL 519TEINET HONEry'ONB POLYS REIN_ POLYURETHANE MAXIMUM OPENING SIZE 010114 1 HEIGHT SKIN MATERIAL DESCR. GA. /MM. INK VARIES SEE SHEET 2 TABLE 1 VARIES SEE SHEET 2 TABLE I CRS GALV -STAINLESS STEEL 16/.053' 14/.061' 16 /.053' 1. 0008 :INSTRUCTION 1.1. MINIMUM DOOR THICKNESS - 13/4' 1.2. D00F1 SIZE MAY VARY, SUB.ECTO 10 COMPUANCE WITH FW IIOA BUILDING CODE AND PRODUCT AvAILABIITY FROM MAHUFA -RORER (S1 SHEET 2 FOR AVAILABLE HARDWARE) 1.3. P HOLES AND DOOR VIEWERS ARE ALLOYED 2. FRAM ! CONSTRUCTION 1.1. MINOUM JAMB DEPTH - 5 3/4'. STOP HEIGHT - 5/8' 2.2. FRA 1ES AVAILABLE AS FLUSH (F- SERIES) AND MULT -USE (MU- SERIES) (SEE TABLE 6) 3. FOR ATERIAL SPECIFlCATIONS REFERENCE SEE TABLE 7, 4. HOU..P METAL LJUWON (ITEM 28 PER TA8.2. 5117-31 10 BE U ET WITH 3 -POINT LATCH IN ODOR CONFIGURATION /10 HOU.OW -METAL S1EEL MUWON APPUCABLE 10 ELEVATION 10 ONLY (SEE 5HT.11 Ingersoll Rand Security Technologies IDLE 114AM1 -BADE P+000CT APPROVAL FRAME PROFILE, CORNER DETAILS AND DOOR FRAME MATERIAL, AND SIZE OPTIONS PRODUCT RENEWED r o N74AR . *b Ow Florid* PVMEAFCu& Ammar. NP E■p+r4Kee INN 10 l? Shad Ostle PeedPa Cosa& Di.I.EEe AU 106C H1A IRF007 Riv OCAD 1 1 6 ° 11 4X 11425 SE;( BOLTS DEVICE THFIU BOLTED WITH 1110 -24 MACHINE SCREWS (OPTIONAL) 00 CROSSBAR I �, UX. LATCH. 68 STRIKE (S1'A NLESS STEEL) ()1 -�4E S SITH F y = =�� 10.000 PSI LATCH BOLT CENTERCASE USED IN CONFIRATIONH 6 EVICT 4X 11425 SEX BOLTS (DEVICE THRU BOLTED WITH /1110 -24 MACHINE SCREWS) O .-AUX. �, .-'ti / (� 2994 (499 -F) V �( ;III:term STR1KNELESS STEEL) TOUCHBAR ,,IS MOUNTED WITH �. 1110. 24 SMS Fy- 120.000 PSI LATCH 1410:1 CENTERCASE MECHANISM CASE (4) X #325 SEXBOLTS (MOUNTED ON OPPOSITE DOOR FACE) FASTEN TOP AND BOTTOM LATCHES TO DOOR (MOUNTED WITH (7) f1/4 -20 MS) 299F/499F TOP STRIKE (STEEL)3i U 24 SMS Fy MtN.a120 KSi MECHANISM CASE TOP ROD _Sr t PUSHBAR 299F STRIKE BOTTOM ROD VON DUPRIN 98/99 (F) RIM DEVICE USED IN CONFIGURATION. 6 MECHANISM CASE AUX. LATCH F570 STRIKE TOUCHBAR CENTERCASE H USEDRIN CONFIGURATION DEVICE LATCH BOLT BOTTOM LATCH 3044.128414 BOTTOM STRIKE (STEEL) fin GROUTED INTO FLOOR we NOTE: ELECTRICAL IS NOT PART TO BE REVI PRODIICT REt:EIti£D n tneRd,dle..R6 the Fends Deice Cede A,Seplate tie 10"!0 a4. Czpinroica Ass la Mimi Dab MtatctCm001 Waco FUNCTIONSANSTALLATION OF THIS APPROVAL AND EWED BY BUILDING OFFICIAL TOP LATCH CENTERCASE DEVICE CENTERCASE THRUBOLTED TO EXTERIOR TRIM (NOT SHOWN) WITH (4) 310-24 MS R E V I S I O N S LTA DESCRIPTION DATE 3 RE SED OVG RAP 10112/07 • •, DVG RAP I2N747 O - ISEB DVG xAF 01/27/00 E SED DIG TRF 04/09/40 F MED IPA x,O- 00/00/03 G RE 1TED PER_RDOC D Y16 02/06/09 11 SCb DIG YH' 07/10/09 ltD PE2_RDORTI TW 04/06/10 APPROVED MECHANISM TDLCHB 4/01425 SEX BOLTS (DEVICE THRU BOLTED WITH ASE 1110 -24 MACHINE SCREWS) A. (OPTIONAL) qiinr:17* jr !.5g 299-F (499 -F) STRIKE MOUNTED WITH 1110 -24 5115 Fy =120.000 PSI LATCH BOLT CENTERCASE VON DUPRIN 98/9927 (Fl SURFACE VERTICAL ROD EXIT DEVICE USED IN CONFIGURATION: 7 MECHANISM CASE TOUCHBAR TOP 3788 TOP STRIKE M )UNTED WITH (2) #10 -24 SMS F$ MIN. =120 KSI TOP LATCH CENTERCASE 0 373 2160 LO-TOM ROD BOTTOM LATCH 3788 STRIKE MONARCH (F) 16 -V SURFACE VERTICAL ROD EXIT DEVICE USED IN CONFIGURATION: 7 • • 2130 BOTTOM �- STRKE GROUTED INTO FLOOR MECHANISM CASE TOUCHBAR ID e16A SIS 4188 STRIKE TOP ROD 4188 TOP STRIKE MOUNTED MATH (2) #10 -24 MS TOP LATCH 1 BOTTOM BOLT GUIDE 211 30 BOTTOM .4.=6.:/-STRIKE GROUTED ®/ INTO FLOOR CENTERCASE BOTTOM ROD MONARCH C C FlAnVERTCAL ROD EXIT DEVICE USED 114 NET VON DUPRIN XP98/99 (F) 299F/499F TOP STRIKE (STEEL') MOUNTED MATH (3) 110 -24 SM i Fy MIN.••120 1(81 SED 114 CONFIGURATION: 5 (4) X #325 SEXBOLTS (MOUNTED ON OPPOSITE DOOR FACE) FASTEN TOP AND BOTTOM LATCHES TO DOOR (MOUNTED 111TH (7) #1/4-20 Ms) T3P R•D MECHANISM CASE o 2.s• 299F STRIKE PUSHBAR BOTTO SOTTO 3041/2844.4 B ITTOI STRIKE ( INTO 1L0 VON DUPRIN 98/99 57 ( USED IN (jONF1 CENTERCASE UX. LATCH 299-F 1L99 -F) OISTRIKE. MOUNTS WITH R,D•2a SMS Fy =uo.oDD Psi TCH BOLT Gwen 7e.m..e.E Bc. Sra 0=.e.O=n Pemrtetu 1 THREE -POINT LATCHING DEVICE URATIONS: 9 b: 10 MID WRVS MIRO AIDE PRD.001011 ati) Inge soli Rand SeJ.elty l tlmobgms Iowa YMF WIC APPROVED Cld; P wrt wR LIRE V1.If -OADF MOOT A.P. • K IR ERR HARDWAR= FOR FLUSH DOUBLE DOORS. e+12/v SIZE PLAT IRED07 J 0, 0-32 uAO11NE SCREWS 1'2-4; !T M.= PS rev SCHLAGE AL SERIES CYUNDRICAL ll�'NOCCa CONFIGURATION: ,011 /2.ZTrIROW LATCH SCHLAGE L /LV 9400 SERIES MORTISE LOCKSET W/ DEIIDBOL T. USED IN CONFIGURATION: 1 9 g12-24 5 - �120� NE SCii�W /12 -24 uAOfWz SCREWS Fr alt. - 120.000 PO re-al emec. saws SCHLAGE 0 /ND- SERIES CYLINDRICAL LEVER LOCKSET. USW IN CONFIGURATIONS: 3 & 4 2 . ICS sS P1- 1171 9 000 P 0-32 RS S5 P7.120.000 PST 4. al Z.. FALCON 1.4-SERIES MORTISE LOCKSET W/ DEADBOLT USED IN CONFIGURATION: I rj /--4X 5/16 -16 MACHINE SCRE VS ` i' COVER 2X 1 H/4-20 -ii MACINE SCREWS TO MOUNT COVER 2.000 I p Fj r. 3.000 I --*I 2.75Si0 k— I MULLEIN FITTING 8620 STceL L--1— 2003 MULLION 8001 3.003 .125 MIN. THK WALL A -500 GRADE STEEL (Fy=33.5KSi Eu- 50KsL) L1R] A� ej c Ri REVISIONS OESCRPT N DATE VAL DRS yu, 05/ZD /07 0117:. RAP 10/12/07 0R0 RAP 12/03/07 OAS Tiff 01/27/08 0440 VIlf 04/09/05 DWI vuP 05 /02/08 'OAF 02/08/02 000 125 03/18/09 5151 PERJ10809 y111 0. /06/10 A SD APPROVED FROMII T RENLISID n awePldes..:12 Or SIM& Oati:aE L ::s AtsrASSSa Ke i11.aL 1:1Pb311:i 4- 01 �.lL" - 0 T 4X 5/16 VON DUPRIN t r MALLEABLE HARDWARE MUWON IRON (KR)9954 EXPANSION B ANCHORS r� 338 TOP STRIKE' 10P ROD MECHANISM CASE PUSHSAR LOCKNETICS / SCHLAGE 5100 SERIES CYLINDRICAL LEVER LOCKSET. USED IN CONFIGURATION: 4 385A BOTTOM STRIKE (STEEL) GROUTED INTO FLOOR 00 -24 MS (2) EA. TOP LATCH TJII ❑ ( CENTER. CASE x'--2.40 -1 338 STRIKE DEVICE CENTERCASE 1HRU- BOLTED TO EXTERIOR TRIM (NOT SHOWN) WITH (4) 00-24 MS 90170)1 ROD BOTTOM LATCH ,8 32 /1S rr12U.100 PSI 602.TYnm P.E 0 579 8kaaon Ca05 Timm DH 45010 12.2122 .6712 NOTE: ELECTRICAL FUNCTIONS/INSTALLATION 15 NOT PART OF THIS APPROVAL Ate TO BE REVIEWeD BY BUILDING OFFICIAL ,11 -N u5 25 froTTOJX10 P51 WO HAWS ALCDN. T- SERIES CYLINDRICAL LEVER LOCKSET IN CONFIGURA I ON: 4 1 LDCKNETICS / SCHLAGE 5500 SERIES MORTISE LOCKSET W/ AUTOSOLT. USED 114 CONFIGURATION: I Ingersoll Rand Security Technologies 11- 1.E MrAUhD8DE P :C UCT APPROVAL 1R EXIT HA( DWAFE FOR FLUSH DOUBLE DOORS. T6{AA.i CAD YMF VON DUPRIN 8816947 -F CONCEALED VERTICAL ROO EXIT DEVICE USED IN CONFIGURATION a beCRIED e+c A. JPD utain M1 NTS j 4UTOCAD ATv IRFD07 J r e E 1 8 or 1 '.y4.401 SERIES LOCK 4X 5425 SEX ROLTS (DEVICE T•RU BOLTED WITH 10-24 MACHINE SCREVS) QPECHANISf CAS 1112 -24 115 55 fys12O,000 Psi TD:ICIL90.i .' x914 ta9s-FIEUaltE STA1A£SS S1'tsL . uOUNyry WIN 616:+ 1Li in UM ell%131 Ce7. ITERCASE mu EXIT DEFILE FALCON (F)25•R USED 111 DOOR CONFIGURATION 11 (SEE Vitt) TOP ROD MECHANISM CASE- RoD--...1 TOUCHBARJ (71416** sus flu A 1 4168 STRIKE I� • 1 s HLA t CO /AD qs S ;}I_5 uoRnSE ') 45= : :::1H OU. 0JL1 USWD 111 CONFIGt,RAnC1S: ti tsra 5HT- 1) 4188 TOP STRIKE MOOPI1ED 1t4Trl (2) $10-24 MS TOP LATCH CENTERCASE BOTTOM ROD 11 BOTTOM BOLT GUIDE 2130 BOTTOM c i- STRIKE GROUTED INTO FLOOR TOP ROO MECHANISM CASE TOUCHBAR CONrRALFD VERTICAL ROO EXIT DEVICE FALCON f 25C USED IN DOOR CONFIGURATION 8 ISEE SHT 11 3788 STRIKE 3788 TOP STRIKE MOUNTED WITH (2) /10 -24 SMS Fy MIN. =120 KSi TOP LATCH CENTERCASE Orr_ 4...--BOTTOM ROD BOTTOM LATCH 2130 BOTTOM STRIKE GROUTED INTO FLOOR SURFACE VERTICAL ROD EMT DEVICE FALCON (F125 -v USED IN DOOR CONFIGURATION 7 151E SI4T.1) G0'dDA Tn0•mas• P 3752 Blossom Coult Nat5.4. OH4:040 Fk,n68 Y 45718 REv1SIONS 11ESCRIPTIO4 „Alt PPPADVCI APPROVAL DVG rnF 10520//17 REVISED DVG DAP 0/oe57 REVISED IiVG RAP 2/03/117 it_NISED DVG .K 15/57 /0e REVLVCD DUG ►!E 64 /09/09 REVISED DUE nu- 105/1 5 REVISCT PERil09(171 log a>/11s/o9 H REVISED DVG 14 l03/N8 /L9 REVISED PCP._K1Nrr0 DIP '04/06/NI NOTE: ELECTRICAL F1INCTIONSANSTALLATII IS NOT PART OF THIS APPROVAL AND TO BE REVIEVKED BY BUILDING OFFIC PRODUCT RENEWED etneptli64 stilt tle f16riU Accept:Cede Acceptance t ;ue ,2 00 -0 0,2015- [4rytst ea t -f �1S Si I Skw . LI,titi WW1 Belt Mai Mirka FIE-24 H5 fy n4n --120 kst 5E! -Z AS Fy 4n =120 Ks1 ILO /Aa cr SEPr ?5 cs., 5r.:.l C_45E1 JS:O at NFiGuF..At,C S: y1:4 ;5 54T 11 45» 40�G 45.480 Ault P7LIL'TTOI FAWN r 74 PAF OtD[EL x t J D CieIr77gersoff Rand Secl7Uly Te4Ulr155ms irns wv.V1•D4:E 6.0115 :1 wwD M IR EXIT HAR rAR:, FOR FLUSH DOUBLE DOORS. .a.a CUn WILLI 1145 �F1A1 L' NTS I r. to. AUT]CAD IRF DO7 kin J 11 0 IAAXUAUU UNIT 87.0774 IOW LNONUUM OPENING WIDTH (SEE NOTE) INACTIVE ,'illl1l111II111U11II111 B 1©1i .. 1Nlll11116?_ 0 3 ACTIVE 11111111111111111111 p MORTISE LOCRSEI 5ECT10NA•1 ISVE 9/T 11 MAXISWM OPENING norm (SEE NOTE) INACTIVE ,11111111111111111111111111 0 1.7 - 111I1111Wa I1 111111111111111111111 0 N 0 CYVN0RICAL40C1L%ET, SE51I005 152E 571717 MAXIMUM OPENING WON (SEE NO1E7 MI1111111 0 1.700 \ 0 1111111111111111111 1111111111111U1 11, maths (15 e 5 0 EXi \_rl TES I 1 RIIMI1 ' RU4 PANIC 011ACE NAAITVARE MULLXIN. SECTION AS 1.4 A.11 MALL)" )1 MAXIMUM OPENING AIM ISM NOTE/ 11111 11211111111111 0 ELM= • Gordan - PE D4.I 3758 861404. Cast Masan. ON 47040 Saida 0 46718 )URFACE VERTICAL R0D V1C 77CINDl A.T PEE TNT 75 111111 '.77- 1111111111 1 11 0 0 0 TL NOTES: PRODULTnexcerED ossph1o0 sits /0c tTslid. Dolling Cede Unpin= YOIfI? Miami Pak Cac11a1 Dkbl.. MAXIMUM OPENNG U4OTH IEEE NOTE) 11 11111111/11 LT R E V I S I O N S DESCRIPTION DATE APP A AP VAL DVG 'vs 75/20/07 E E r o i1s1 r imi &11 llll� CrEBER CortAtCS SVICE TOP LAID 5 5 NI. WIDr01 VQV (1N OJAIT' ;OsCEALED VERTICAL ROO os ACD ;ECNON AO !SEE SNT.N MAXIMUM OPENING %MOTH (SEE NOTE1 0 I, OVG RAP 10/78/77 5m DVG RAP 12/73/07 MI DVG TK 01/23/08 DVG 710 04/09/20 RE ED DVG 7NF 05,02/00 ED PER MD1LTO 77F 02/06/09 E5ED DVG VW 03/10/09 SEP PER.KOSCCO 711 4/06/10 7.78 I,)-.-.• l`11111111111111llI If�111111l1111 © 0 2X128104\ 0 Q 1701■0 LATCHING 704157 c7 71011712807474(5700 SECIIO *4157E 501.11 MAXISIUM UNIT 740174 (SEE NOTE A 7.77- MAXII3OM OPENING MAGER (SEE NOTE) _ MAXIMUM OPENIN 1111IUIIII IIIIUIIUItli11' Illf1111111 2- M07 EXT qIM a MAX. ).POINT 1A1CI.N0 72817E i17101104L017M21A MULVON SECTION A -10 (PEE 517 N 1 FOR MAXIMUM OPENING SIZE SEE TABLE 1 ON SHT 2 OF 11. 2 SEE SHEET 4 FOR ANCHOR INSTAUATION DETAILS. 3. WHEN FIXED HOLLOW-METAL MULLION IS USED (CONFIGURATION 10 PER SHT.11 OVERALL UNIT WIDTH IS LIMITED T0100' DOOR SIZES WILL DECREASE ACCORDINGLY ENO 87.0175 • IRA7N 112115 Cie) Ingersoll Rand Security Technologies 1 7TE UUW.40AOE �OUCT APPROVAL HORIZONTAL ;ROS& SECTIONS FOR FLUSH DOUBLE DOORS. APPROVED OCT. APPN. Tlu i TLA1 NTS I5'` AUTOCAD IRFDO7 J I "'1D°-11 COVOLATE r ErArt (TPI r MN. 4• UAX. r USN 4. MAX. gars Gnarl M NEAR 13!46 I.7$. um IIMT MAX DOw imiti creme Ira • PAIL OMENS xo -TI8' ASIRIICAL 1 TO RE ( DOOR WM Atm AE.T /s SCala tier C.C. MAY. REVISIONS I DE500PTION APPROVAL 041 Tur REAM) 041 RAP DAZE APPROVED 05/20/07 )0/06/07 REVISED OHIO RAP 12/03/07 REVISED DWG 111 01/24/05 REVISED 04 111F 04/08/05 REVISED 0% TNF 0S /02/05 RE\S1i PERJm0CCO 111E 02/05 /08 REVPy-5 DRS. VHF 03/16/08 REVISED PER_POOCC0 WF 04 /05 /10 6su ea*G1CUt wart sow l3N Sa 9627 4. rot STL NSTAWDO4 SCE WET 4. roe STL NSTALLA1104 SEE SILT 4. rat Stu. NSTAUAOmt rdsCR+! tE•F vRP. VIES 'So =.000011: IV RP MP (0111.1 )Fein1' C.+ f fi C4 eEE L el ..GAmt LMF J.SF 444. (.SFF N4I �) CAMS CAL LOOC Srctn uS M. F) 11411*414c it JECTIOWS11 SS °F EHOn Y 111E 4' PAIL rum. 4• MAX. 3- AVIRAO4�� Jay UN L/0I DICTA 19.3/4' 'ASOS LOOS 141 Maroc MX tie IIA0 DOOR OPDm16 NOOP 86' 801TW a191 pay OOFfm um *0051 swum Nis n000 FLOOR LATCHING DETAIL SURFACE VERTICAL ROO EXIT DEVICE ODA SASEs $C 9511 1101 S L NSTAMLA1g1 A VERD' SrC)orS•0(V. N191 fl. L7OLV0 0*140. msfE.OM .Alta MOO OEVEE A4mAlm 1vn*c.. 1W ftC1k1.4114 a- I01LRSOu DV AVM cJ FLOOR LATCHING IETAR CONMALED VER 4. ROD DOT DEM )Had .w.7.L P/IOf.CIt04 OAR 01/0/9 1MAPF YMF MC APPVl JPD VERTICAL CR SA flAt NOTES. (io qkdo Gsd0n Thomas. P.E. 0018 3765 blossom CAM PLAStm. CH 45040 Fb.0a8A5716 N.0,0 • ICJ 410 4SSDSCT ORAL 1. FOR MAXIMUM DOOR E UNIT OPENING SIZES SEE ELEVATION SHEET 1 AND TABLE 1 ON SHT 2 OF 11. 2. SEE SHEET 4 FOR ANCHOR INSTALLATION DETAILS. PRODUCT RENEVFEDI ew*Ph 4e 0 DsWi. C.-t1 AFnpuses 14,A1iL $ Espbsi. DI*tr tu 141o1 cede* Ingersoll Rand Security Technologies ODUC OSS APPROVAL ECTIONS FOR FLUSH DOUBLE DOORS. ono No. IRFD07 REV J acA1e NTS +UTOCAD I I SHEET 11 OF 11 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Ingersoll -Rand 6810 Hillsdale Court Indianapolis, IN 46250 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ART). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AI-IJ (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 A.1-1J may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: IR Series Single glazed Outswing Commercial Steel Doors w / wo Panic Exit Devices APPROVAL DOCUMENT: Drawing No "IRGS07 ", titled "IR Glass Outswing Doors ", sheets I through 13 of MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2909 www.miamidade.gov/buildingeode 13, prepared by the manufacturer, dated 05 -27 -07 and last revised on 04/14/1V signed and seared by—Thomas Gordon, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitations: 1. See Design Pressures, Sizes, DLO, Hardware and Water infiltration limitation sheet l& 2 of the drawings. 2. Expanded foam core options (F) in sheet 4 is limited to EPS by Falcon Corp and Polyisocyanurate —H200 (polyurethane) by Elliott Co. 3. Electrical/Electronic function is not part of this approval, such functions to be reviewed and approved by AHJ. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be aisptay— eC1�111 2C1veillSl4 1lCCrdltlle_ 11 lty U1 i1cc'lvvri uapiuy.u, Cal," Al J:•wl. 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 # 07- 0829.06 consists of this page 1 and evidence pages El , E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI•DADE COUNTY APPROVED NOA No 10- 0209.09 Expiration Date: May 05, 2015 Approval Date: May 12, 2010 Page 1 Ingersoll -Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0829.06) 1. Manufacturer's parts and sections drawings. 2. Drawing No "IRGS07 ", titled "1R Glass Outswing Doors ", sheets 1 through 13 of 13, prepared by the manufacturer, dated 05 -27 -07 and last revised on 04/14/10, signed and sealed by Thomas Gordon, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, Loading per TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per PA 202 -94 Along with manufacturer's parts and section drawings of double flush outswing steel doors, marked by National Certified Testing Lab, Test Reports No. NCTL -210- 3580 -2, dated March 25, 2009, signed and sealed by Gerry Ferrara, P. E. 2. Test report on (transferred from file # 07- 0829.06) 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-- Nofs): CTLA 7 -76Wdated - -- February 20, 2002, CTLA -975W dated Jan 23, 2003, CTLA -882W dated Aug 29, 2002, CTLA -1035W dated May 28, 2003 and , CTLA - 1086 -W dated Nov. 17, 2003 and CTLA- 1107W -3 dated June 30, 2004, all signed and sealed by Ramesh Patel, P.E. Note: Test report CTLA -1035W has been revised by an addendum letter dated Feb 20, 2009, signed and sealed by Ramesh Patel, P.E. Also the manufacturer's parts and section drawings of glazed outswing double steel doors, marked by Certified Testing Lab, Test Reports No(s). NCTL- 210 - 3232 -1 dated 02/24/06 and NCTL- 210- 3357 -1 dated Dec 28, 2006, signed and sealed by Gerard J. Ferrara, P.E. 3. Additional test reports 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94. 2) Water Resistance Test per FBC TAS 202 -94 Along with marked -up drawings and installation diagram of double steel commercial doors, prepared by National Certified Testing Laboratories Inc., Test Report No. NCTL - 210 -03- 0514 -11, dated August 31, 2004 , NCTL 210- 03- 3511 -1 dated 04/09/08 and ►Tn 7 n r�� a r� 3.,# • • a 0 1 1, Z•t+l`L i. "1 V""" "V:7 °'J ✓'i% 1 llUIIU VV!'r: V. vVj "u.++ adl+vJ ...a.v".ay..vv--vJ v -v, .-.' C. f• ra. anchor •ualification. CALCULATIONS: (transferred from file # 07- 0829.06) 1. Statement of compliance & anchor verification evaluation report dated 12/18/2007 and last revised on 06/1 8/2008, prepared, signed & sealed by Thomas Gordon., P.E. 2. Evaluation report for Hinges dated 09/01/04, prepared, signed & sealed by Thomas Gordon., P.E. (-74.0v1 \ . Ishaq I Chanda, P.E. Product Control Examiner NOA No 10- 0209.09 Expiration Date: May 05, 2015 Approval Date: May 12, 2010 E -1 Ingersoll -Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS (transferred from file # 07- 0829.06) 1. Test Report No. 03NK2370/R145081, January 21, 2003, issued by Underwriters laboratories Inc for "Surface Burning Characteristics of Building material" per ASTME84 -00a and self Ignition per ASTM1929D for "Elfoam H200 ", issued to Elliott Co. of Indianapolis Inc. 2. Notice of Acceptance No. 08- 0305.02 issued to Sabic innovative Plastic (Fonner G.E. Plastic) for "Lexan sheet ", expiring on 07/17/2013. 3. 2. Notice of Acceptance No, 07- 1116.04 issued to E.I. DuPont DeNernours, for "SentryGlasPlus ", expiring on 01/14/2012. 4. Tensile Test report No. A103W1 -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. 5. Test Report No. NER -384, reissued dated May 01, 1994, issued by National Evaluation Service Inc to Huntsman Chemical Corporation for "Expanded Polystyrene EPS" for grade 86 & grade 54 for "Surface Burning Characteristics of Building material" per ASTME 84. 6. Test Report No. 9691, dated August 28, 1987, 1994, issued by United Testing Company Inc. to Huntsman Chemical Corporation for "Expanded Polystyrene EPS" for -gade 86-& 54fhr —" Self- Ignitior_Temperature _Tesf per ASTMD -1929. 7. Test Report No. R16529, July 29, 2005, issued by Underwriters laboratories Inc for foamed plastic for "Surface Burning Characteristics of Building material" per ASTME84 and self Ignition per ASTM1929D for "BRYX-R16529", issued to Falcon Foam, Division of Atlas Roofing Corp. F. STATEMENTS 1. Letter of conformance & "No financial interest" dated Feb 03, 2010, signed and sealed by Gordon Thomas, P.E. 2. Letter of conformance & "No financial interest" dated June 08, 2008, signed and sealed by Gordon Thomas, P.E. (transferred from file # 07- 0829.06) 3. Laboratory Statement of compliance, part of the above referenced test reports. 4. 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. 5. Letter of commitment dated 04/21/10 issued by Ingersoll -Rand for additional tests for butt & continuous Hinges in near future, signed by Yuri Farber. r nr 1. This NOA revises & renews NOA # 07- 0829.06, expiring May 05, 2015. 2. Previously consolidates NOA #(s) associated with this files are 07- 0829.06, 04- 0303.03, 05- 0103.01, 05- 0325.02, 08- 0508.07 and 08- 0715.03 3. Consolidation Test proposal # 06 -2468, dated 04/27/07 approved by BCCO. 4. IR Locks & Panic devices brochures / catalogs supplied by manufacturer. E -2 \C7Le cl \ . Ut‘"--- lshaq I Chanda, P.E. Product Control Examiner NOA No 10- 0209.09 Expiration Date: May 05, 2015 Approval Date: May 12, 2010 MORTISE LOCKSET WITH OR WITHOUT DEADBOLT MAXIMUM LIY —{ MAX 010 WIDTH • 24` SEE NOTE 7. 8y 99t� Jr tit DOOR OPENING MADTH DEMON PRESSURE RATING 000 wHEREWATER NFLTRATIDN RNMRIM INT Is SEDER t75 WHEREIN TER INFILTRATION REQUIREMENT *1ELNEEDED ±75 RIM EXIT DEVICE p o A�2 a L 1-- MAXIMUM DOOR OPENING VADTH MAX. • O MAX WIDTH O N' SEE NOTE 7. CYLINDRICAL LOCKS! T 1 /2" MIN. THROW LATCH SURFACE VERTICAL ROD CONCEALED VERTICAL ROD EXIT DEVICE EXIT DEVICE THREE -POINT LATCHING EXIT DEVICE -1 MAXIMUM UNIT WIDTH- 50 iT MAX. DLO WIDTH • Se SEE NOTE 7. MAX OLO WIDTH • Ir SEE NOTE 7 -{{ 56' MAXIMUM 0000 OPEMNGIMDTF N MAXIMUM DOOR OPENING WIDTH D80NNPRESR RIMING M WHEREWA180 WHERE %A1411 NFLNIATION NFRTRATNIN REQUIREMENT HER ARENS.. *NEEDED M =NEEDS ±75 ±75 RIM EXIT DEVICE AXIMUM UNIT ROTH. 57 3 L J6` MAXIMUM DOOR 1 OPENING WIDTH THREE -POINT LATCHING EXIT DEVICE DLO MAX X. O MOTH SEE NOTE 7 MAXIMUM ODOR OPENING *10TH MAX. DLO Jj SEE NOTE 75.' _ ■ I F-- MAXIMUM UM DOOR OPENING%MTH 0 E3NN PRESSURE RATING Ps! HERE WATER WHERE* TER NFXIRATMN NFL TRAMS REQUIREMENT REQUIREMENT Is NEEDED 02NEEDE8 ±60 1.60 RIM EXIT DEVICE MAX DLO MISEE NOTE SEE NOTE E 7. 1:1 � �l�l' ■ MAX DLO — WIDTH • 34,20 — SEE NOTE 7 RIM EXIT DEVICE MAX. 01.0 WIDTH =r SEE NOTE 7 5 u6 DE9NN PRESSURE RAMNO, PSF WHERE WATER W00000000 INFRTRATIDN 000453TRN REOMwERS REDNREMENT M NEEDED 1332150000 EXIT ALARM LOCK MAX 010 9422 *1010 NOTE 7 L Ik■] VK�Myk /�11SI� ±50 ±50 6 R E V I S I C I N S LTR DESCRIPTION DATE A APPROVAL DWG YMF 05/20/07 B REVISED DWG RAP 11/26/07 C REVISED DWG RAP 12/12/07 D REVISED DWG YMF 07/29/08 E REVISED PER MDBCCD YW 01/30/09 F REVISED PER_MDBCCO YMF 02/04/09 G REVISED DVG YMF 01 /04/10 H REVISED DWG YMF 04 /09/10 APPROVED OE0XN PRE09URE RATING, P111 WHERE wATER WHERE TER INFR N LmA TRATN TIoN REOUINEA@NT RI NEEDED %NEEDED RINEEDED ±60 ±60 EXIT ALARM LOCK MORTISE LOCKSET WITH OR WITHOUT DEADBOLT Gordon Thomas, P.E. 3759 Blossom Coon Mason. OH 45040 Florida* 46718 CYLINDRICAL LOCKSET 112" MIN. THROW LATCH `1/'r 17 /40Y4111 7 DEMON FREESIAl. RATING 000 WHERE wATER WHEREIN TER INFILTRATION NFLIMTNN REQUIREMENT REQUIREMENT M5INI0ED *1 1010 t60 t60 NOTES: 1. INTERIOR VIEWS ARE SHOWN FOR ALL ELEVATI 2. SEE TABLE 1 ON SHEET 2 FOR HARDWARE APP 3. SEE SHEET 3 FOR HINGE REQUIREMENTS 4. SEE SHEET 4 FOR ANCHORING TYPES AND LIMI 5. SEE SHEET 5 FOR WEATHERSTRIPPING INSTAL 6. SEE SHEET 8 FOR GLAZING OPTIONS AND DETA 7. DLO - DAYLIGHT OPENING SIZE. SAME AS EXPO r MAXIMUM DOOR OPENING %101H WHERE WARR "• IN01. TMTION NR00 REQUIREMENT REWDR IS NEEDED ±50 %LL t5 DESIGN PRE0MNE RATING P2F WHERE WATER %FLTRATION IREOUIREMENT ismaNEEDED WHERE wATER INFLTMTNN REQUIREMENT IS NEEDED MAXII.TUM DOOR OPENING WIDTH DESTIRRESSORE RATING, IMF WHERE WATER WHERE WATER INFILTRATION INFILTRATION REQUIREMENT REQUIREMENT *NEEDE0 Za NEEDED t551 ±55 r 4E' NM DOOR ON OPENING WIDTH DE0Ni0 POE0SURE M11NG,PST WI...WATER WHERE W4110 NPoLIRATION INFLTRATXIN REQUIREMENT 0EOUIEMENT *51010 203210EEOED 11 Sr AXIMUM DOOR OPENING WIDTH MAX. DLO WIDTH • 34.2r SEE NOTE 7. 'If .— MAXIMUM DOOR — OPEMND WIDTH N=a*N PRESSURE PATINO, Mr WHERE WATER WHERE WATER NFRIRA110N NFLTMTNNI ° RNREM.NT RIOUNEMQIT *NEEDED 15321/0100 ±50 ±50 BEND RADIUS NS CAT! 3 NS AND LIMITATIONS ATIO'j S TIOI1 DETAILS AND LIMITATIONS S EDG SS PRODUCT HENEWIZO R9 n,.'.U' // -Ake :1.7110,0143 0202:'10 NNQED-D1oA1 10 1C THIRD ANGLE PROJECTION DRAWN DATE YMF 41/10/57 Ingersoll Rand Security Technologies DIMES,* APPROVED ENG. APPVL JPD 11/15/07 TLE MIAMI -DADE PRODUCT APPROVAL SIZE GLASS OUTSWING DOORS AND HARDWARE CONFIGURATIONS IR COMMERCIAL DOOR OPENING SINGLE GLASS DOORS. FLAT SCALE' NTS DVG NO. AUT ❑CAD IRGS07 REV H S-IL - 1 DT 13 Door Configuration Maximum 0009,, Pressure, PSF Maximum Doer Opening Size, In Mexln YT DLO Size, 17. (NOTE 3) Looking Hardware Description Poei000 Negative Width Height Wh" th Height Hardware family Model /Safes Stdlre Models Comments 76 76 36 64 64 Mortise Lock ULV9400/AD MS 10-072 L/LV9000/A0 MS SCNa5e Function with dead60lt. 3/4" min. throw latch 8 1" min. 11110w Cdr Function w/o 00241Olt, 3/4" min. threw latch M ANSI Falcon Function with 01 w/o deadndl 314" min. Mow latch & t" min. throw boll Of applicable) 5500 ANSI 76 64 64 Cylindrical Lock 0 /ND/AO CYL 10 -025 ScHe9elLockn lMlca ScMe9e I Function with aUOOOIt 112" min throw latch 7 ANSI Falcon 112. min throe latch 5100 ANSI S0Na0e /LOCknbtba 1/2" min throw IatC11 60 60 36 64 64 Surface V8111001 Rod Exit °MACS 98/9927(F) 299- F.499 -F Top, 3041.24914 Bottom Von Duplrj (F)18 -V 3788 Top, 2130 Bottom Monarch I (F)25 -V 3788 Top, 2130 Bottom 4 60 60 30 64 64 Concealed Vertical Rod Exit De4ce 98/9947 -F 338 Top, 3B5A Bottom Falcon II Von OOPriI 33/3547A -F 338 Top. 365A Bottom F -20-C 4188 Top. 2130 Bottom Falcon F -18-C 41889 Top. 2130 Bottom Monarch! 60 60 48 ' 86 34 26 74.6 Three -Point Latching Device 98/9957(F) 299F.495 -F TopIMiddie. 304L24814 Bottom 60 60 36 64 64 Three -Point Latching Device 9019957(F) 299F,499F TOp/Midda, 304L248L4 Bottom Von Dupe. Von [rood ' 7 60 60 36 64 :4 64 Rim Exk Devito 98/99(F) 299- F,499 -F Von Dupri'n 60 60 48 96 34 25 74.6 Rim Exit Deuce 88-F 288 Von Dupriil (F)DL -18 -R 50/90(F) F570 209- F.499 -F Monarch] Von Duprin BB -F 288 Von Ouprin (F)DL -10-R F570 Monarch 9A 781100 781100 SEE NOTE 2. SEE NOTE 2. 48 66 10 10A 66 66 46 96 12 26 12 26 Rm Exit Device XP98/09(F) 909/954 Exit Alarm Lock 2870 Guard -X 267 60 60 48 66 .26 74.6 Mortise Lock L/LV9400/AD M5 10-072 ULV 9000IAD M5 Sc9age Function with deadbolt. 3/4" min. throw latch 6 1" min. throw bolt Function wb deadbo(1, 3/4" min. throw latch M ANSI Falcon Function with or w/o clesdbo11. 314" min . throw latch & 1" min. throw boll (1/ applicable) 5500 ANSI ScNe98 /LoCktleucs 12 60 60 46 tls 34.26 74.6 Cylindrical Lock D/ND/AO CYL 10.025 Sclegel Friction with euldbo11. min 3/4" throw 1/2" min throw latch T ANSI Feleon 1/2" min throw latch 5100 ANSI NOTES: 1. SEE SHEETS 9, 10 &, 11 FOR LOCKING 2. DOOR CONFIGURATIONS 9 AND 9A AFB UP TO +75 PSF WHEN WATER INFILTRATI WHEN WATER INFILTRATION REQUIREM 3. DLO - DAYLIGHT OPENING, SAME AS E SCNage/LOCk7Mlcs TABLE �. HARDWARE. E RATED FOR MAXIMUM DESIGN PRESSURE ION REQUIREMENT IS NEEDED, AND ±100 PSF ENT IS NOT NEEDED. XPOSED GLASS. 1/2 min throw laton BEND RADIUS G\ C% c1- TMIRD ANGLE PROJECTION R E V I S I D N S LTR DESCRIPTION DATE A APPROVAL DWG 114F 05/20/07 B REVISED DWG RAP 11/26/07 C REVISED DWG RAP 12/12/07 D REVISED DVG YMF 07/29/08 E REVISED PER_MDBCCO YMF 01/30/09 F REVISED PER MDBCCO YMF 02/04/09 G REVISED PER_MFR YMF 05/18/09 H REVISED PER_MFR 1M1- 04/09/10 APPROVED Gordo i Thomas, 7.2. Oita 3759 Blossom Court Masor. OH 45040 Florid ft 46716 PROGP .T. P9.?1f'WED tan Florida Nn,11-1...040.3707 Miami OvoZe Pto46ct Contrail Ohi.10n Ingersoll Rand Security Technologies DRAWN YMF DATE eye CHECKED TITLE MIAMI -ADE PRODUCT APPROVAL GLASS OUTSWING DOORS AND HARDWARE CONFIGURATIONS IR COMMERCIAL DOOR OPENING SINGLE GLASS DOORS. APPROVED 2645. APPVL JPD IN5I97 SIZE FLAT DWG III SCALE; N T S AUTOCAD I IRGS07 ISHEET 2 3F 13 REv H •. - -MAK FRAME 640114 - 40. OR MAX. DOOR 64516. 36' OR 4e- - (SEE TABLE 1 ON S117.2) INSTALL LEFT JAMB SMILAR TO RIGHT SEE ABLE 1 ON 011.2 e'TOIN. 015001 NOTES: 1. ONE ROW OF PS074 WEATHERSTRIPPING PER JAMB AND HEAD. INS ALL PE' SHT.5 2. ANCHOR REQUIREMENTS. IVES 1 SEE SHEET 4 FOR APPROVED ANCHORS AND INSTALLATION. STANLEY 3. HINGE REQUIREMENTS. 45' STD WF. MIN. SELECT SL FOR DOOR OPENING UP TO 90" HIGH - MIN (3) HINGES HAGER 7 FOR DOOR OPENING OVER 90 "- %` HIGH -MIN (4) HINGES MARK - -3 STD LOCATIONS: 9.75" FROM RABBET IN HEAD TO CL OF TOP HINGE M MA A r , 500 & A24 10.38" FROM FLOOR TO CL OF BOTTOM HINGE. EOUALLY SPACED IN BETWEEN. HINGE LOCATIONS MAY VARY, MAX SPACING DO NOT FF,XCEEE 35.5` APPROVED CONTINUOUS HINGE MODELS. IVES 112 HD, 224HD, 600,100, MA' KAR FM-300, 1-10 -305, STANLEY 661HD, HAGER 780 - 224HD, 790 -900, SELECT S111H J, ABH' , I, A240HD. 4. SEE SHEET 2 & 3 FOR AVAILABLE STANDARD OPENING SIZES AND SPECIFIC ATIONS. 5 HARDWARE INSTALLATION AS PER MANUFACTURER'S INSTRUCTION S. 6.4" FACE IS AVAILABLE FOR FRAMES. 7. APPLY CAULK AS NEEDED. 8. WEATHERSTRIPPING, SEE SHEET #5. 9. SEE SHEET 12 FOR HORIZONTAL CROSS- SECTIONS, SEE SHEET 13 OR VE • TICAL CROSS - SECTIONS. 10. INSTALL REINFORCEMENT CHANNELS AROUND EACH LITE-CUTOUT. 11. ELECTRICAL INSTALLATION IS UNDER SEPARATE APPROVAL AND MUST 8 REVIEWED BY CORRESPONDING AUTHORITY 12 OPTIONAL POWER TRANSFERS. ANDIOR "SIGNAL SWITCH` MAY BE USED ' ALLOWED BY CODE AND IT DOES NOT EFFECT THE MECHANICAL PROPERTIES OF EXIT DEVICE AND/OR INHIBIT EC RESS. 13. ITEMS 21 THROUGH 25 REQUIRED ONLY IF WATER INFILTRATION IS NEED1 14. SILL SHALL BE ANCHORED PER TOP DOOR VIEW ON THIS SHEET. 15. DAYLIGHT OPENING (DLO) IS THE SAME AS EXPOSED GLASS. s 4.00. MAX. +f SEE NO1E 6. MAX. DAYUGHT OPENING HEIGHT PER TAB./ ON SHT.2 MAX. DAYLIGHT ~ OPENING MOTH PER TAR.1 ON 5HT.2 /-0 Et 12' Mai. 10 557061 6''WM. 5510UT E'. TOP k BTTM OUTSMNG SINGLE GLASS DOOR (EXERIOR VIEW) -2.000 FRAME JMB 5D' W 0.375 Q OF HINGE CL OF 91936 Gordon 3769 Blossom Court Mason, 011 4.5040 Monde 0 46718 DLO - DAY LIGHT OPENING a OF HINGE 112 -24 MACHINE SCREWS 07 GA. DOOR HINGE REINFORCEMENT O7 GA. FRAME HINGE �w REINFORCEMENT 11 ODOOR HINGE REINFORCEMENT 0 FRAME HINGE REINFORCEMENT HI NOEDETAIL I' PRODUCT RENEWED as complying with the Florida Botdiag Code Aeceptoea No 11-0204.91 Expiration Date/4A1 6....)0 a.< 74 m ca .1. Cool Miami Dade I9doc1 Coolly) Division MIN. ® BUTT HINGE MIN SIZE 4.5" X 4.5" STD. WT. (.134" MI IVES 5651/3C81 HAGER 1279 STANLEY 0179/1900 110-2* (MIN.) MACHINE SCREW OR SELF DRILLING SCREW 12 90. SIDE REINFORCING CHANNEL TO SUIT DOOR TABLE 2. R E V I S I O N S LIR DESCRIPTION DATE APPROVED A APPROVAL DWG. YMF 05/20/07 8 REVISED DWG. RAP 11/26/07 C REVISED DWG. RAP 12/12/07 0 REVISED DWG. YMF 07/29/08 E REVISED PERJMDBCCO YMF 01/30/09 REVISED PERJADBCCO 'OAF 02/04/09 G REVISED DWG YMF 01/04/10 H REVISED DWG YAIF 04/09/10 ITEM QUANTITY DESCRIPTION MATERIAL SIZE, MAX. 1 1 HFAD SEE 567 6 ASTM A366 .053' MIN. SR. MAK 52" SEE ELEVATION ON SHT.1 2 1 STRIKE JAMB SEE SHT. 6 ASTM A366 .053' MIN.STL MAX. 100' 3 1 HINGE JAMB SEE SHT 6 ASTM A386 .053" MIN. 571. MAX. 100' 4 1 LE %AN 9034 BY GE .25` MIN. 35 406" X 75.656" MAX (SEE ELEV) LAMINATED GLASS MTH SENTRYG'LAS PLUS (DuPont) .562 MIN. SUPERUTE I1 -15L BY SARI 61114 SENTRYGLAS PLUS (DuPont) 1.0' MIN. • c a . •c a., a. .. , .093' MIN. SiL 3.5 X 93.44 MAX, SEE ELE . , ■ - ,; a .067 MIN. S1. MAX. 20 HIN. . J FSC ... .....• . A 1 A6 .167 MIN. S 1.28 X 9.19 • 1 " • I _ .167 MIN. 5 1.3 X 9.187 MAX. 9 901E 3. 4.5" X 4.5' BUTT HINGES (SEE THIS SHT) .134 MIN. (8) 112 -24 MS PER HINGE • • 1. . id ._ „ t y GI 1.14 •41: .087" MIN. .12 ALUM MAX. 95' 10 1 CORE MATERIAL (SHEET n�'N,:Ta.14" J♦ )Iilaa 1411i7i`.la. =.S. aJ.- . D POLYURETHANE/POLYISOCYANURAIE E) MINERAL BOARD 1G14J_ TEMPERATURE RISE CORE_ 11 1 LOCKING HARDWARE - SEE SHFETI TABLE 1 12 1 1HRESHOLD SILL W/BUMPER GASKET •100' ALUM. 6063 15 5.50 - X0.5- X481MAX. 1) ZERO 566A ISEE TAB_ 3&4, SHT.5 2) NAYL GUARD 950A 13 NOTE 7 JAMB ANCHOR ASTM A924 SEE SHEET 4 14 3 P5074 WEA5IER STRIPPING 150 MAX. 24' 15 1 FAS -SEAL DOOR SWEEP TPE MAX. 4B" 16 2 END CHANNEL ASTM A924 (14 GA - INVERTED) .69 X 1.66" X 48' MAX. 17 AS worm BUM RUBBER OR 100% SIUCONE 18 1 GLAZING HOLDING 1RIM 34,25' X 74.5" EXPOSED GLASS MAX. 11) DEZIGNER TRIM .032' MIN. ST1 12) STEEL OVERLAPPING TRIM UP TO 3/4' GLASS 13) STEEL OVERLAPPING TRIM FOR 5/8' GLASS & THICKER 10 8Y ANEMOSTAT .093" MIN. SIL 4) HIGH SECURITY VISION FRAME ISC VLF -510 BY AIR LOUVERS .123° MIN. STL 19 NOTE 10 CUTOUT REINFORCEMENT CHANNEL (18 GA) .047' MIN. 511. 0.5" X 1.56 X 75.5' MAX. 20 1 DOOR SLAB (16 09 14 GA) SEE SHEET 4 4' X 8' MAX. 21 1 BY ZERO INYL DOOR SEAL No.13144F5 TPE MAX. 24' BY STEELCRArT DOOR SEAL PS074 n TPE MAX. 86' OR 96' 22 2 BY ZERO INYL DOOR SWEEP No.539 BY NGP DOOR SWEEP No.202N i SEE SHEET 5 MAX. 36' OR 48" 23 1 BY ZERO INYL DOOR SWEEP No.139 BY NGP OMIT ��!! TPE MAX. 36" OR 48" 24 1 BY ZERO INYL ADJUSTABLE STOP No.475 BY NGP ADJUSTABLE STOP No.170N SEE SHEET 5 MAX. 36' OR 48' 25 1 BY ZERO INYL RAIN DRIP No.11 BY NGP DRIP CAP No.16A 28 1 TOP CAP GALV. A60 ASIA A924 1 .020" MIN. 57L 0.5" X 1.76" X 36" OR 48" 1.66" MIN. BEND RADWS 114195 ANGLE PROJEC1109 cie Ingersoll Rand Security Technologies DRAWN YMF DATE 06/60/07 CHECKED TITLE MIAMI -DADE PRODUCT APPROVAL H- SERIES SINGLE GLASS DOORS (OUTSWING) IR HARDWARE. APPROVED ENG. APP% JPD 41/40/01 SIZE FLAT DWG NQ IRGS07 REV H �AtE NTS 1 AUTOCAD ISH5ET 3 a 13 W11iE MASONRY ANCHOR INTO GROUT FILLED FRAME AND BLOCK WALL BASE ' W111'1.62.5' 1611 RAI4V BOLT, BOLT./ B 3'X7' 0111 4'x 8' OPENING (SEE 511.1) JAMB BASE AN MELDED OR REFER TO SILL NSTA DETAIL '111' MASONRY T- ANCHOR/ SHIM SPACE -� SHIM SPACE 1/4' RAIL MASONRY BLOCK WALLS 1/4 MAX 84.73' BRIE ANCHOR x880 BRIGHT .19' 9.5' WIRE 5.19' X 8.56' WIRE MASONRY ANCHOR FWtim MN'58 KSI Fy MN,38 K9 93. 1.71' m.anse 171 PLACES 0 0 1.75' FXISTING MASONRY A) 0 CONCRETE R6C WALL OMU 21' o c. MAX 21' 0.0. MAX 21' 0.0 MAX 21' 0.0. MAX. LI Y X 7' OR 4' X 8' OPENING (SEE SH1.1) MASONRY T NCHOR 18 GA STEEL (0.048'1 Fy MIN.43 K5I CL OF ANCHOR TIP. REFER TO WOOD STUD ANCHOR �- 17 0.C. X. 17.6' 0.C. MAX . -1.r 17.6' O.C. MAX. a A- 17.6' 0.C. MAX 17.6' O.C. M1 L.- I - III Ia X -3/4' (4) TOTAL PER ANCHOR iiiiiiii iii 6' MAX •WOOD STUD WALLS SEE NOTE 1. 5/8' Fy 918-36 K51 MAX T 3' x 7' OR 4' X 8' OPENING (SEE SNIT) CL OF ANCHOR 747. STEEL STUD ANCHOR II I lu 2r 0. MAX I_ 0. L II 21' x0.0. MAX. a I 21' 0.C. MAX I - III /12 5X5 (2) PER ANCHOR 14000 STUD OR UNIVERSAL ANCHOR (LOCK -IN OR WELD -IN) p0511NG MASONRY ANCHOR (EMA) WRH LAG BOLT INTO W'8' STUD WALL 911 INSTALLATION DETAIL '18' 3' MN. EDGE DISTANCE 3' MIN EDGE DISTANCE T 19.8" 0.0.14AX 126' 0G 12.5' •. MAX. 1 gG NAX 12.5' 0.0.MAX 125' 0 GMAX 125 0. 0.11 MAX 3' X 7' OR 4'X8' OPENING (SEE S317.1) 8' MAX CL OF ANCHOR TYP. 2500 psi MN. CONCH TE OR GROUT FILLED CMU BLOCK WALL 10.375' NTH 2' MN. EMBEDMENT WE.1-17, RAWL BOLT, POWER BOLT, REDHEAD TRUBOLT OR DINABOL7 SHIM 1/4' !Fj LOCK -IN EMA -U ANCHOR WELD -IN LOCK -IN � MAX ri 1.5' MN. EDGE DISTANCE LAG BOLT 3/8 x 5' W/3' MIN EMBEDMENT WOOD STUD WALLS SEE NOTE 1. i 4 -1J ANCHOR WELD -IN 1 MAX. 0 3 0 -r 3'XY 4'X8' OPENING (SEE 5H7.1) Mil IP Gordon 1Ran1 3, '.E. 0ab 3769 norm Court Molex 014500 714X5046718 0.1OF ANCHOR TYP. REFER TO SILL 1.4 TALLA1ON DETAIL '1H' "STEEL STUD WALLS. SEE Mil Fy 3184436 KS STEEL STUD ANCHOR WELD -IN OR LOCK -IN 1/4' X 1 -3/4' TAPCON OR 114 X 1 -3/4' WOOD SCREW AS REQUIRED NOTE 1. !1118. kit 1 UNIVERSAL ANCHOR WELDIN OR LOCK -IN DETAIL'V' HAT SHAPED STIFFENERS SP0IWELDED 8' O.C. TO INSIDE OF FACE SHEETS AND WELDED TOGETHER AT TOP AND BOTTOM MAX INTERIOR 1 EXTER OR' DETAIL 'TH' SILL. INSTALLATION 51N0Lt OUTSWING DOOR FRAME ,IAMB PRODUL'RENEWED as complying with the Florida Bolding Cede Aee 415864s NB t0-D d LxiMr8 loo Date 1C sots By Is'j 1.�4 Ha� Miami Dade Product Cadre, DIvInas R E V I S I O N S LTR DESCRIPTION DATE APPROVED B REVISED DWG RAP 11/26/07 C REVISED DWG RAP 12/12/07 D REVISED DWG 7147 08/01 /0B E REVISED PER_NDBCCO 7147 01/30/09 F REVISED PER_MDBCCO YMF 01/30/09 G REVISED DWG YMF 01/04/10 14 REVISED PER_MDBCCO YMF 04/09/10 DETAILY SECTION CC-CC (A) EXPANDED XANDED POLYSTYRENE FO CHEMICAL (B) POLYISOCYANURATE 200 BY (POLYURETHANE) GRADES 54 AND 86 BY ELFOAM. DENSITY:2 LBS/FT3 DENSITY: 1.0 LBS/FT' j- -6.50' MAX_ NOTES: 1.(')WOOD OR (9)STEEL STRUCTURAL MEMBERS OF WOOD AND STEEL-MO WALLS MUST 80 DESIGNED TO CARRY AT LEAST 210 //FT. LOAD FOR ASSEMBLIES RATED 50 PSF, 312 //FT. FOR 75 PSF, AND 416 6/FT. rim 100 PSF. WHICH SHOULD BE VERIFIED 81 THE APPROPRIATE OFFICIAL 2.NUMBER OF ANCHORS FOR VARIOUS OPENING HEIGHTS IS UNITED BY MAXIMUM DISTANCE BETWEEN ANCHORS. SHOWN ON THIS SHEET. 3.CORE MATERIAL SHOWN WITHOUT DOOR CUTOUTS AND REINFORCEMENTS 4.APPLY CAULK AS NEEDED. 5.FOR SILL INSTALLATION AND ANCHORING SEE 511 3 & 4. SECT ON DD -DD SECTION EE-EE (E) TEMPERATURE RISE CORE MINERAL FIBER BOARD DENSITY:17±1.5 CBS/FT' (C) STEEL STIFFENED HAT SHAPED SECTIONS 22 GA. MIN. SECTION FF-FF FF (7) EXPANDED POLYSTYRENE FOAM GRADES 54/86, DENSITY:1.0 LB/FT' OR POLYISOCYANURATE 200 BY ELFOAM. DENSITY:2 LBS/FT' BEND RADIUS THIRD ANGLE PROJECTION 1.0 Ingersoll Rand Security Technologies DRAWN YMF CHECKED DATE 55/00/17 1111.E MIAMI -DADS PRODUCT APPROVAL FRAME ANCHOR DETAILS & INSTALLATION DOOR CORE OPTIONS. APPROVED APPVL JPD 5055/51 SIZE FLAT DWG N0. IRGS07 REV H NTS I AUTOCAD (SHEET 4 of 13 PERIMETER SEAL HARDWARE WHEN WATER INFILTRATIC1N DOES APPLY REQUIREMENT ITEM ALLOWABLE 1 INSTALLATION DETAIL 12 NUMBER 566 BY ZERO INTL DESIGN MODEL VoJ I PART INSTALLATION SHT 3. DESCRIPTION PRESSURE, MANUFACTUREF. DETAIL DETAIL TABLE 2 PSF ( "UP TO) '0' 'J' 8'L' 12 THRESHOLD 566 /ZERO INTL J 71' 'P1' +75 950 /NGP 'T2' 'P2' 15 FAS -SEAL SWEEP +75 STEELCRAFT; '5' 'P1' &'P2' SELF ADHESIVE +75 8144F/ZER0INTL` 'U' 'M' &'N' 21 or 14 DOOR SEAL 'R' PS074ISTEELCRAFT' 11' 22 DOOR SWEEP +75 539 /ZERO INTL 'W1' N' 202NINGP I 'W2' 43 DOOR SWEEP +75 139 /ZERO INTL 'x, 'P1' t1 475/ZERO NTL E 'Y1' •M• 24 ADJUSTABLE STOP +75 LION /NGP ( 'Y2' 25 RAIN DRIP CAP 11/ZERO INTL j '21' 'P1' +75 16A/NGP ? 'Z2' 'P2' 26 DOOR TOP CAP +75 STEELCR4FT i 'R' 'M' • - SEE ELEVATIONS AND DESIGN PRESSU ES 0 SH TABLE 4 PERIMETER SEAL HARDWARE WH&1N WATER INFILTRATION REQUIREMENT DOES NOT APPLY ITEM NUMBER SHT 3. TABLE 2 DESCRIPTION MODEL No. MANUFACTURER PART DETAIL INSTALLATION DETAIL 12 THRESHOLD 566 BY ZERO INTL 71' 950 BY NATIONAL GUARD 72' 15 FASSEAL DOOR SWEEP STEELCRAFT 'S' 14 PS-074 SELF ADHESIVE WEATHERSTRIPPING STEELCRAFT '0' 'J' 8'L' 26 DOOR TOP CAP STEELCRAFT 'R' OPTIONAL PART DETAILS UP TO +75 PSF WHEN WATER INFILTRATION REQUIREMENTS APPLY 0.50 1—I 5.00 DETAIL T1' ZERO INTL S86 SERIES THRESHOLD 0.44' 67 DETAIL. 21 3144F 0009 SEAL .710. 0.25• UP T( .75 PSF WHEN WATER IN'ILTRA - ION REQUIREMENTS APPLY F 0.25 0.375" Sl 3 PNS/O r0. DETAIL_NV7 ZERO 539 DOOR SWEEP DETA L 'W2' NOP 202 DOOR SEAL ATONI 000 TAIL 7 90 131 R SWEEP 0.50 5.00 I—T DETAIL T2' GUARD 930 SERIES THRESHOLD WITH SILICONE, VINYL OR NEOPRENE BUMPER 038'0 I- 0.811.. R..VerP90 DETAIL 'Y1' ZERO 479 ADJUSTABLE STOP I0 o.43r Na. 6/8- DETAIL'YPM1 — 24 NOP 170N ADJUSTABLE STOP FLEXIBLE, SEMI -RIGID DAMT 40' DETAIL 0' PS -074 SELF-ADHESIVE 14 WEATHERSTRIPPING 1 47.625 X. — 3,91 —I X173 —N 1 11.03 —1 3,91 11.25 R E V I S I❑ N S 1TR DESCRIPTION DATE APPROVED A APPROVAL DVG 791 05/20/07 B REVISED DVS RAP 10/11/07 C REVISED 111.,5 RAP 12/10/07 D REVISED DVG 191 08/01/08 E REVISED PER- MDBCCO YMF 01/30/09 F REVISED PER_MDBCCO YMF 02/04/09 G REVISED DWG YMF 01/04/10 H REVISED DWG YMF 04/09/10 NOTES. 1. SLOT LOCATIONS MAY VARY WITH DIFFERENT DOOR WIDTH. 2. DOOR SWEEP RIGID SECTION IS MADE OF PRO -FAX 095.199 POLYPROPYLENE HOMOPOLYMER. 3. DOOR SWEEP FLEXIBLE SECTION 15 MADE OF SANTOPRENE 0101 -73 4 FAS-SEAL DOOR SWEEP (14), AND THRESHOLD (11) ARE OR ALL INSTALLATIONS. 4/40 T 0'04. P.E. 061. STAA Cowl N. OH 40040 RANI • NNW METER SEAL INSTALLATION DETAILS WHE ` "'T'• ER 90L. REQUIREMENTS DO NOT APPLY SE NOTE I RIGID SECTION SEE NOTE 2. — DETAIL Z1' 25 25 ZERO 11 RAIN DRIP CAP DETAIL 7.2' NGP 16 RAIN GRIP CAP V 125 DETAIL'S' FAS -SEAL DOOR SWEEP 1.75' I l� —J. 0.092' �— S�T DIMPLED IRE -'] 98X1 -1/2 P14H SELF-DRILLING SCREV 0.50" DETAIL R' 24 OA TOP CAP PERIMETER SEAL INSTALLATION DETAILS WH N WINTER INFILTRATION REQUIREMENTS APPLY g DETAIL 'NV HINGE JAMB SWEEP INSTALAATOON DETAIL TM TOP OF DOORMEAD WEATHERSTRIPPING 0.33 CONCRETE 75' FLOOR 0Rwo0D EARANCE 5/4'X1 -3/4' TAPCON OR 41001 -3/4' WS DETAIL 'P1' BOTTOM OF DOOR ZERO WEATHERSTRIPPING AND SILL INSTALLATION r 0.125' 0.375' FLOOR CLEARANCE 00/10911 OR W000 /4'X1 -3/4' TAPCON OR /1001 -3/4' WS DETAIL "P2, BOTTOM OF DOOR NOP WEATHERSTRIPPING AND SILL INSTALLATION 0.75 FLEXIBLE 9EC110N (NOTE 3) HINGE -IMO PRODUCT RENEWED as c01r.P17'.::.1 wish the Fket Bolding ('o_77 VARY Acccpt7P._o N0 0704. Expiration A•(f,E0( Dy ESL. .lt,,...3.- WNW Miami Dade Dhblee 194• DETAS_J' PERIMETER DOOR SEAL INSTALLATION M HEAD AND JAMBS HINGE ,AND 1/4.01 -3/4 CONCRETE TAPCON OR MOO OR 410X1 -3/4' W5 AS REQUIRED SUTTON 00 DOOR WFATHE RSTRIPPNG AND SILL INSTALLATION (9)DOOR SEAL P5074 APPLIED TO 1440 AND JAMBS FRAME HINGE CEMENT (Doom HINGE REINFORCEMENT HINGE DETAIL V HINGE SIDE WEATHERSTRIPPING INSTALLATION BEND RADIUS ti EE3 - THIRD ANGLE PROJECTION Ingersoll Rand Security Technologies DRAWN YMF DATE 05/1,/07 ERECKED TITLE HIAMI-DADE PRODUCT APPROVAL SINGLE GLASS DOOR PERIMETER SEAL HARDWARE. APPROVED ENG. APPVL JPD Dont /•7 012E FL07 D111 NO IRGS07 REV H SCALE. NTS 1 AUT ❑CAD 1 5DF 13 BENT TABS TO SECURE ASSEMBLY 'KO' "KNOCKED- DOWN" ASSEMBLY HEAD ANCHOR `TOP OF JAMB HEAD NOTCHED AND BOLTED ON TOP OF JAMBS 1 a�- v ELDED WELDED 'SUA' ET -UP AND ARC - WELDED ASSEMBLY 12 QA CUP LIED TO HEAD TOP OF JAMB HEAD NOTCHED AND BOLTED BETWEEN JAMBS DN.TCHED HEAD SITS ON TOP AND BUTTED BETWEEN JAMBS OF NOTCHED JAMBS 11104s /8 X 5/8 TRUSS HEAQ SMS 'MU' "MULTI -USE" SERIES ASSEMBLY SUA - OPTIONAL TYPICAL FRAME PROFILE DOUBLE RABBET 4" MAX. OPTIONAL FOR HEAD SECTION DOOR SIDE 1.938" -f 2" MIN. 0.E 5.75" MIN. Dawn s. P.E. Doto 3709 Blossom C.fwd Mason, OH 46040 Florida 146716 VARIES 25" (AIN. OPTIONAL FRAME PROFILE SINGLE RABBET 4" MAX. OPTIONAL FOR HEAD SECTION 0.625" MIN. 2" MIN. DOOR SIDE 1.938" VARIES 5.75. MIN. TABLE 7. STEEL MECHANICAL PROPERTIES MATERIAL ASTM REF. YIELD KSI TENSILE KSI CRS A1008 HONEYCOMB POLYSTYRENE POLYURETHANE (POLYISOCYANURATE) TEMPERATURE RISE STEEL STIFFENED VARIES SEE SHT 2 TABLE 1 HRS A1011 MIN. 26.5 MIN. 46 GALV: A60 A924 MU 5.75° MIN. SS: 304 306 A240 MIN. 31.2 MIN. 73.2 PRODUCT 01 complying With the florid, Bolding CWI. Acceptance No p0 -02,404 Expiration Date NAY S.1P13 By \4k., ". �.s•, Miami Dade ad Control Division TABLE 5. R E V I S I 0 N 5 L1R DESCRIPTION DATE APPROVED A APPROVAL DWG YMF 05/20/07 B REVISED DWG RAP 11/26/07 C REVISED DWG RAP 12/12/07 D REVISED DWG YMF 08/06/08 E REVISED PERJADBCCO YMF 01/30/09 F REVISED PERJADBCCO YMF 02/04/09 G REVISED DWG YMF 01/04/10 H REVISED DWG TUE 04/09/10 AVAILABLE DOOR CONFIGURATIONS CORE MATERIAL PER SHT.4 MAXIMUM OPENING SIZE SKIN MATERIAL WIDTH 1 HEIGHT DESCR. GA./MIN. THK 16/.053" 14/.067" HONEYCOMB POLYSTYRENE POLYURETHANE (POLYISOCYANURATE) TEMPERATURE RISE STEEL STIFFENED VARIES SEE SHT 2 TABLE 1 CRS GALV HONEYCOMB POLYSTYRENE POLYURETHANE VARIES SEE SHT 2 TABLE 1 STAINLESS STEEL 16/.053" AVAILABLE FRAME CONFIGURATIONS FRAME SERIES JAMB DEPTH MAXIMUM OPENING SIZE MATERIAL WIDTH 1 HEIGHT DESCR. GA. /MIN. THK F 5.75" MIN. VARIES SEE SHT 2 TABLE 1 RS/HRS CRS/HRS GALV 16/.053" 14/.067" 12/.099° STAINLESS STEEL 16/.053" MU 5.75° MIN. VARIES SEE SHT 2 TABLE 1 CRS /HRS GALV 16/.053" 14/067" NOTFC• 1. DOOR CONSTRUCTION 1.1. MINIMUM DOOR THICKNESS — 1 3/4" 1.2. DOOR SIZE MAY VARY. SUBJECTED TO COMPLIANCE WITH FLORIDA BUILDING CODE AND PRODUCT AVAILABILITY FROM MANUFACTURER (SEE SHEET 2 FOR AVAILABLE HARDWARE) 2. FRAME CONSTRUCTION 1.1. MINIMUM JAMB DEPTH — 5 3/4 ", STOP HEIGHT — 5/8" 2.2. FRAMES AVALABLE AS FLUSH (F— SERIES) AND MULT —USE (MU— SERIES) (SEE TABLE 6) 3. FOR DOOR AND FRAME MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 7. BEND RADIUS 111IRD ANGLE PROJECTION Ingersoll Rand Security Technologies DRAWN YMF CHECKED DATE 03/10/07 11/LE MIAMI —DARE IRiODUCT APPROVAL FRAME PROFILE. CORNER DETAILS AND DOOR FRAME MATERIAL, AND SIZE OPTIONS. APPROVED ENG. APPVL JPD 21 FLAT DWG NO. IRGS07 REV H NTS 1 AUTOCAD I5" ^I 13 e 3/4 77P. MN 70 E1P03ED 01A99 e 3/4' MN. 10 EXPOSED MA93 e 3p" MN. TO 0870900 CLAW e 1/5" MN. TO 0870300 CABS 8 I/O" SON. TO 00'08E0 GLASS MAX DLO 160TH 24' OR 34.25 SEE SH 12 3/4' Mta 10 FG-LNE FULLY GLAZED FG2 -U HORIZONTAL F03.{TTE HORIZONTAL MID-RAILS 3/4' 8 3/4" TO EXPOSED CLASS e 1/6" MN. 10 EXPOSED CLASS MAX. GLAZING DLO 1rx 1r MAX. GLAZING DLO 4" X ZS" V VISION UTE S 3/8' DIM TO EXPOSED GLASS 4.625" DOWSED MASS EMBOSSED PANEL DOORS N4 0 .117E HALF GLASS 0 3/P MN. TO DPOMED MASS 0 1/r MN. 10 EXPOSED MASS MAX. GLAZING DLO 4" X 20" N5 SURFACE APPLIED MUNTINS (FALSE DIVIDERS) MUNTIN ARRANGEMENT MAY VARY LNL Io 1G NARROW LITE MAX, GLAZING 12' X sr dR 4" X 25" SEE ELEVATIONS 9, 9A, 10 & 104 E2 09 SHOWN 10007104 ASSEMBLY SURFACE MOUNTED TO THE GLASS NARROW LITE R E V I S I O N S LTR DESCRIPTION DATE APPROVED A APPROVAL DWG YHF 05/20/07 B REVISED DWG RAP 11/26/07 C REVISED DWG RAP 12/12/07 D REVISED DWG VHF 07/29/08 E REVISED PER MDBCCO YMF 01/30/09 F REVISED PER_MDBCCO YMF 02/04/09 G REVISED DWG YMF 01/04/10 H REVISED DWG YMF 04/09/10 010 - DAY LIGHT OPENING I I/4 0... Thaws. P.E. 0000 3750 Blossom CNXI Maws. 01445040 Florida* 46718 PRODUCT RENEIVDD a3 7Nmp1 4vg /AM 117t FIBEMO BBId3n.; Cad, Aeeepialee N4,19 - 0204 -09 EEpiralio, L'�IDMAILioES D9 ,Sty -,q 1 • Lf` tiM4 MbM1 Dade Moot CeMHA DWkioD NOTES; 1. DOOR CONSTRUCTION 1.1. MINIMUM DOOR THICKNESS — 1 3/4" 1.2. MAXIMUM GLAZING DLO HEIGHT AND 9601H AS PER SHEET 2. 1.3.GLAZING OPENING DLO SIZE WILL CHANGE IN PROPORTION WITH DOOR SIZE. 1.4. DOOR SIZE MAY VARY, SUBJECTED TO COMPLIANCE WITH FLORIDA BUILDING CODE AND PRODUCT AVAILABILITY FROM MANUFACTURER. 2. FRAME CONSTRUCTION 1.1. MINIMUM JAMB DEPTH — 5 3/4 ". STOP HEIGHT — 5/8" 2.2. FRAMES AVAILABLE AS FLUSH (F— SERIES) AND MULT —USE (MU— SERIES) (SEE TABLE.6 SHT 6.) 3. FOR DOOR & FRAME MATERIAL SPECIFICATIONS REFERENCE SEE TABLE. 7 SHT 6. 4. GLASS LIGHTS NOT LIMITED TO THOSE SHOWN PROVIDED DIMENSIONS SHOWN ARE MAINTAINED. NOT TO EXCEED DLO PER THIS SHEET BEND RADIUS G1 ■7 THIRD ANGLE PROJECTION Ingersoll Rand Security Technologies DRAWN YMF DATE ®2m07 CHECKED 100E MIAMI —DADE PROOUCT APPROVAL GLASS DOOR CONFIGURATIONS. APPROVED ENG. APPVL JPD IVUre7 SIZE PLAT DWG N0. IRGS07 REV H 3°ALE' NTS 1 AUTOCAD L SWEET GLAZING TYPE 1 GLAZING TYPE 1 GLAZING DETAIL D' DEZIGNER TRIM OPTION OED51C5 1911 E1ANFA CUP VA511 DEZIGNER D CORNER DETAIL TRIM E 1/C MN. LEXAN (POLIVVARB0NATE 5T R) .9.451140 000103 9 /9EAREX 22II UV IXR 295 uv 9800 BEAD K !/R" A11Q9VE- SEALANT SNAFIEX -552 1/15. IHIOL X 1/2" 510E BEAD I I ,,. t ac u ono eke OR 1/4• NN. LEXAN (YXICARBONAIE BY Q) OLADN0 ADHESIVE 9KATLEX 222 UV OR 295 UV 1/9- BOCK X 3/4" 510E BEAD S sot) (EXTERIOR GR smq, 1c• OC A AX. 2.5" MAX. GLAZING 0 STEEL TRIM TAIL OPTION 8 -18 N 1.25• Elf WPM NS GLAZING BEAD RUNNER (RUMOR 50E) DEDORIM Toy STEEL TRIM': CORNER DE TAIL 0-11/4 500103 XBEYS GLAZING TYPE 2 9/1 ' 5011915.05 RM9 BY [WONT. RETAIL '0 0 ADMIRE BEARD 55E 1/95• THICK X 5/B• BDE BEAD 201105 F- SEALANT 51(911E5 -552 I/O," 11001 X 1/2" RIDE BEM DEZIGNER TRIM GIIAZING DETAIL'K' LAMINATED GLASS LAMINATED GLASS DETAILS GLAZING TYPE 3 GLAZING TYPE 3 STEEL TRIM 0050 IONOPLYE PL J\ INTERLAYER 0.25' 1411 INTUMESCENT GEL CONSTRUCTION DETAIL 'H' SUPERLITE II -XL"' BY SAFTI WITH SENTRYGLAS PLUS. (SGP TM) INTERLAYER BY DuPONT 0.25" 0.25" 4/4" NEAT STRDSCTIEN GLASS — Sent lonol Inter) FGIas®D Plus aot yer 0.09" 0.25 " // (LASS ��4" 10HEAT 071E D 25" I CONSTRUCTICN DETAL 'J' 9/16" HS LAMINA ED GLASS WITH SENTRYGLAS PLUS"' INTERLAYER (8Y DuPONT) VARIE DEZIGNER TRIM PROFILE TERIAL: 24 GA A40 STEEL 0.3 0.156 " — N cl I-- 1.750 --J STEEL TRIM MATERIAL: 20GA A40 STEEL GLAZING DETAIL'F VISION FRAME OPTION I/O" norm 14,11 5P ^NID 01111 NTAF3QHT BE1 1/4" TOWERED CLASS SUP 1 -1 E nNn. SE 9-11 SEE OE1AL 11' NIGH SECURITY VISOR FRMIE 50-10 BY ANEVOSTA EXTERIOR 10910 - -550031 STECL i )13)19)111 swuclulin 1ADw suco ws 54 OM 00514 SECURITY VISION FRAME SG-10 BY ANEMOSTAT OR VLF -S10 BY AIR LOUVERS PROFILE SHOWN FOR 1- 13/16" GLASS 0-SERER DOOR 51 511911CRA1T GLAZING DETAIL 'G' 1" STEEL TRIM OPTION 1 -1 /le "1919. SUPERUTE 9 -XL SEE DETAIL N' 045150 ADHESIVE ENE TAME) 1" 8101 1R1r (EXTERIOR 50E) Ri, 1" STEEL TRIAL CORNER DETAIL RAIN, DEAD (INTERIOR 910E) .6-95 5 1.25" MY TAPING NS XTERIOR 0.563" RITE N -SEN45 D00 BY 510LCRAP1 01.71.1t' %BEM srnE9s L 1.75 " --I 1" STEEL TRIM MAL' RIAL: 20 GAGE A40 STEEL 80-82 COUN"ERSU, K -0.50" HOES F #E OHS S .375" GLAZING BEAD FOR STEEL OVERLAPPING TRIMS 20 GAGE A40 STL No. 8 x 32 Thru -Bolt (Factory Provided) tV 1.00" 0.375" HIGH SECURITY METAL VISION FRAME MATERIAL: 12 GAGE OR 10 GAGE ANEMOSTAT SG -10 AND AIR LOUVERS VLF-S10 Gory, Th0 o51e, P.E. 0ele 3759 CRrt Mown. 0H 45140 Flora 946219 TABLE 8. REVISIONS DESCRIPTION DATE APPROVED A APPROVAL DWG. YMF 05/20/07 B REVISED DWG RAP 11/25/07 C REVISED DWG. RAP 12/12/07 REVISED DWG. 11A0 08/06/08 E REV5ED PERJ.IDBCCO *OAF 01/30/09 REVISED PER_MDBCCO 1AF 02/05/09 0 REVISED DWG YMF 01/04/10 H REVISED DWG YMF 04/09/10 NOTES. 1. SEE SHT.1 FOR ELEVATIONS, SHT.2 FOR SIZES AND SHT.6 FOR DOOR & FRAME MATERIAL SPECIFICATIONS. 2. SEE SHT.3 NOTE 2. FOR ANCHOR REQUIREMENTS 3. SEE SHT. 4 FOR WALL CONSTRUCTION AND ANCHORING SYSTEM 4. SEE SHT. 6 FOR AVAILABLE OPENING SIZES, JAMB DEPTHS AND SPECIFICATIONS 5. APPROVED HARDWARE INSTALLATION IS PER MANUFACTURER'S INSTRUCTIONS e.oeti'T RriIEWte © con pI7i.. , lvs0 the iIDBWa t1, iIinr. C'c:ic Accept: .2c ?(o_RD -0 .0 EXplr,Oun Onto By \ V. M151d Dade PROdBBE C0utad Madam GLAZING TYPES AND METHODS GLAZING TYPE MATERIAL TRIM TYPE SEALANT - ADHESIVE GLAZING ADHESIVE LEXAN BY GE 1/4" DR 1/2" DETAILS D & E' DEZIGNER 1/2" OR 1/4" STEEL TRIM SIKAFLEX 552 SIKAFLEX 222UV OR 295UV 1/16" X 5/8" BEAD 2 9/16" HS LAMINATED GLASS WITH SENTRYGLAS PLUS. INTERLAYER (BY DUPONT) DETAIL 'K' DEZIGNER 1/2" STEEL TRIM 1" STEEL TRIM SIKAFLEX 552 SIKAFLEX 552 OR DOW CORNING 995/975 1/16" X 5 /8" BEAD 3 SUPERUTE II -XL'" 81' SAFT1 WITH SENTRYGLAS PLUS. INTERLAYER (BY DUPONT) DETAILS -F' & 1" STEEL TRIM (DETAIL '0 ") NONE SECURITY VISION FRAME SG-10 BY ANEMOSTAT OR VLF -S10 BY AIR LOUVERS (DETAIL '0") NONE SIKAFLEX 552 OR DOW CORNING 995/975 1/16" X 5/8" BEAD BEND RADO)S /.1 CJ THIRD ANGLE PROJECTION IC*Ingersoll Rand Security Technologies DRAWN YMF DATE 08/20/07 CHECKED TOLE MIAMI -DADE PRODUCT APPROVAL GLASS TRIM OPTIONS. APPROVED ENG. /PPM. JPD 11/05/07 SITE FIAT DWG 140. SCALE: NTS I AUTOCAD 1 IRGS07 (SHEET 8 GF 1 3 REV H 4X *425 SEX 1 DEVICE IHRU. #10 -24 MACHINE O (OPTIONAL) I. O UX, LATCH_ I ONUN. 0 Fy =1c LATCH BOLT I CENTERCASE CROSSBAR LILTS 1OLTED WITH SCREWS . TRIKE LESS STEEL) ED WITH 0,000SPSI VON DUPRIN 88 -F RIM DEVICE, USED IN CONFIGURAL IONS. 7 &8 MECHANISM CASE 4X *425 SEX B_, (DEVICE THRU [ 1110 -24 MASHINB ei 00.1 pp (OPTIONAL 1 1 "'. 299 -Fi �I '.rm S -RIKE TOUCHBAR �f5�' �(�TAIN, MOUNT' # 0 -24 F / =120 LATCH 11101LT CENT ERCA E 1 LTS OLTED WITH SCREWS) (499 -F) ESS STEEL) D WITH ,000S PSI VON DUPRIN 98/99(F) RIM DEVICE USED IN CONFIGURATIDS' 7 & 3 r MECHANISM CASE TOUCHBAR CENTERCASE MONARCH (F)DL -18 -R RIM DEVICE USED IN CONFIGURATIONS' 7 & 8 X. LATCH F570 STRIKE ATCH BOLT (4) X #325 SEXBOLTS (MOUNTED ON OPPOSITE DOOR FACE) FASTEN TOP AND BOTTOM LATCHES TO DOOR (MOUNTED WITH (7) #1/4 -20 MS) 299F/499F TOP STRIKE (STEEL) MOUNTED WITH (3) #10 -24 SMS Fy MIN. =120 KSi MECHANISM CASE TOP ROD n BOTTOM ROD 299E STRIKE BOTTOM LATCH 304L/284L4 BOTTOM STRIKE (STEEL) GROUTED INTO FLOOR M i e. TOP LATCH CENTERCASE DEVICE CENTERCASE THRUBOLTED TO EXTERIOR TRIM (NOT SHOWN) WITH (4) 310 -24 MS it 00,40,, • , P.E. DIb 3789 Blossom CHUM Mos08 OH 48040 Florida a 48718 R E V I S I O N S LTR DESCRIPTION DATE APPROVED A APPROVAL DWG YMF 05/20/07 B C REVISED DWG REVISED DWG RAP RAP 11/26/07 12/12/07 D REVISED DVG YMF 07/28/08 E REVISED PER_NDBCCO YMF 01/30/09 REVISED PER_MDBCCO YMF 02/05/09 G REVISED DWG YMF 01/04/10 N REVISED DVG YMF 04/09/10 NOTES: 1 ELECTRICAL FUNCTIONS/INSTALLATION IS NOT PART OF THIS APPROVAL TO BE REVIEWED AND APPROVED BY BUILDING OFFICIAL 2. EXIT HARDWARE OPTIONS: FOR 98/99 & XP98/99 SERIES - FUNCTIONS E, RX, LX, SS, EL, OEL, CX, F; TRIM: ALL APPLICABLE TRIMS AVAILABLE. FOR 88 -F SERIES - FUNCTION E; TRIM: ALL APPLICABLE TRIMS AVAILABLE. PN MODEL OFFERED. FOR 33/35 -F SERIES - FUNCTIONS RX, LX, EL OEL, SS; TRIM: ALL APPLICABLE TRIMS AVAILABLE. FOR 2670 GUARD -X; TRIM: ALL APPLICABLE TRIMS AVAILABLE. FOR 18 -R, F -18 -C & 18 -V SERIES - FUNCTIONS DL, EA, HWEA, DE, ELR, F. DM, LM, AE, LK, SM; TRIM: ALL APPLICABLE TRIMS AVAILABLE VON DUPRIN 98/9927(F) SURFACE VERTICAL ROD EXIT DEVICE USED IN CONFIGURATIONS: 3 MECHANISM CASE TOUCHBAR TOP ROD-1 3788 STRIKE MONARCH (F)18 -V SURFACE VERTICAL ROD EXIT DEVICE USED IN CONFIGURATIONS: 3 3788' MOU #10 -i Fy MI, -OP CENT' (1 BOTTO' BOTTO 2130 B c!),...„_ STRIKE IN -0 FU, TOP STRIKE TED WITH (2) 4 SMS . =120 KSi ATCH RCASE ROD LATCH �TTOM GROUTED OOR (4) X #325 SEXBOLTS (MOUNTED ON OPPOSITE DOOR FACE) FASTEN TOP AND BOTTOM LATCHES TO DOOR 299F/499F TOP STRIKE (STEEL) (MOUNTED WITH (7) #1/4 -20 MS) MOUNTED WITH (3) #10 -24 SMS Fy MIN. =120 KSi MECHANISM CASE TOP ROD n jr 299F STRIKE PUSHBAR BOTTOM ROD TOP LATCH CENTERCASE X. LATCH 299 -F (499 -F) !Ik_STRIKE MOUNTED WITH #10 -24 SMS Fy=120.000 PSI LATCH BOLT BOTTOM LATCH 304L/248L4 BOTTOM � STRIKE (STEEL) 03\ GROUTED INTO FLOOR tll1 ExTER111R SIDE GLAZING MATERIAL SEE TABLE 8 ON SITS OF 13 3(2150ER TRIM SECTION R -R HORIZONTAL MID -RAIL 12 GA RAIL REINFORCING CHANNEL 7.5' MIN 6' MIN, STEEL TRIM (OPTIONAL/ 8 GA CUTOUT REINFORCING CHANNEL 6 -18 X 1 I/4 0011/45 PRODUCT' RENEWED 1 co n iiyio. ;' i10 the Maas Soidle Cod• A xpf, -.n.e No10-0 0 Exr4 llioc Date A 2 iY Miami Dade Pk.d8c* 0$IStI i Medea 12 GA RAIL REINFORCING CIWINEL lb6'- 18 GA CUTOUT REINFORCING CHANNEL VARIES 5' 1.66' DOOR WIDTH -12 4' MIN BEND RADIUS VON DUPRIN 98 /9957(F)THREE -POINT EX T DEVICE USED IN CONF GURATIONS: 5 & 6 THIRD ANGLE PROJECTION 00 Ingersoll Rand Security Technologies DRAWN YMF DATE W/WN7 CHECKED 20460 TITLE MIAMI-LADE PRODUCT APPROVAL IR EXIT HARDWARE FOR GLASS SINGLE DOORS. APPROVED AMU ENG APPVL JPD ERA00 ""00,., 213E FLAT DWG NO IRGS07 REV H SCALD NTS I AUT ❑CAD 1SHEET 9 , 1 3 p10 -24 MS (2) EA. I— * IJI il� -1 338 TOP STRIKE R: 1.55 1 TCH TRIM 410-24 MS M ROD MONARCH F -18 —C CONCEALED VERTICAL ROD EXIT USED IN CONFIGURATIONS: 4 DEVICE R E V I S I N S PRODUCT RENEWED :. mmyt);au with ISe Florida Bui5/44; : :�fe Ar�'!'fpSD` °,''0a�� 0 - }r'f'IC"'J"' At540� 1 , �11 y 1 /j1'V� "1Sµ LTR DESCRIPTION DATE APPROVED MECHANISM 111,1 �. - -' .�'"" TOUCHBAR #10 -24 MS (2) EA 4188 TOP CASE -'�—� r 2.50 I RODS AIL 4188 TOP MOUNTED #10-24 MSI TOP LATCH r I CENTERCASE BOTTOM STRIKE WITH (2) ROD BOLT A APPROVAL DWG YMF 05/20/07 B REVISED DWG RAP 11/26/07 REVISED DWG RAP 12/12/07 —249 338 STRIKE MECHANISM _171I 33 SERIES MECHANISM \ 35 SERIES 5 MECHANISM I TUP ROD �� CASE ' - — 1 1' PUSHBAR i3 1` FEATURES GROOVED CASE �_>♦_ ° FEATURES SMOOTH CASE 385A BOTTOM STRIKE (STEEL) OP LO C NTER(ASE OE ICE CENTERCASE TH EXTEFID TO UB0LlED (NAT (4)i SHOWN) V] H (4)i BUTT: I B TTDMILATCH ({ L Hy DHa41 Dade Omani Whim D REVISED DWG YMF 07/26/08 E REVISED PER_MDBCCO YMF 01/30/09 F REVISED PER NDBCCO YMF 02/05/09 G REVISED DWG YMF 01/13/10 • 1/4 -20 STEEL . :� MACHINE SCREWS 4 PLACES �1P '� H REVISED DWG YMF 04/09/10 267 STRIKE SEX BOLTS 4 PLACES { � ° 446 A�A1A WNW STRIKE 1460 �� BOTTOM GUIDE 2130 BOTTTOM STRIKE GF20UTED INTO FLOOR �� qv � �it�- VON DUPRIN SERIES USED IN CONFIGURATIONS: ` . r e 2670 GAURD 10 A�1 w �,.. MER w - ' ieNC f M )(�T ��� Thames, v.E. m area Hassan Cartl Mu OH 45040 �R�7te yYy MACHINES SCREWS �$0UI1�N�Y 4 PLACES -X & 10A 1� \a� ,A `7 MECHANISM i� TOUCHBAR 4188 TOP ROD CASE I��� 2.50--1 nrwln —j 4188 TOP MOUNTED (2)410 -24 TDP LATFH I CENTERCASE I BOTTOM ROD STRIKE ITH MS TOP ROD MECHANISM CASE .".`,..,._ 3788 TOP STRIKE MOUNTED WITH (2)410 -24 SMS Fy MIN: 120 KSI VON DUPRIN SERIES 33/3547• -F USED IN CONFIGURATIONS: 4 k /10 -24 MS I (2) EA. 338 TOP STRIKE �� s TOP LATCH NOTES. I ! TOUCHBAR `' I ` I�� ,825 CENTERCASE + 1. ELECTRICAL FUNCTIONS /INSTALLATION IS NOT PART OF THIS APPROVAL, TO BE REVIEWED AND APPROVED BY BUILDING OFFICIAL 2. EXIT HARDWARE OPTIONS: FOR 98/89 & XP98/99 SERIES - FUNCTIONS E, FIX, LX, SS, EL, OAP, LICE TRIMS: ALL APPLICABLE TRIMS AVAILABLE. FOR 88 -F SERIES - FUNCTION E TRIMS: ALL APPLICABLE TRIMS AVAILABLE. PN MODEL OFFERED. FOR 33135 -F SERIES - FUNCTIONS RX, LX, EL, QEL, SS TRIM: ALL APPLICABLE TRIMS AVAILABLE. FOR 2670 GUARD -X TRIM: ALL APPLICABLE TRIMS AVAILABLE. FOR 18 -R, F -18-C & 18 -V SERIES - FUNCTIONS DL, EA, HWEA, DE, ELR, F, OM, LM, AE, LK, SIN TRIM: ALL APPLICABLE TRIMS AVAILABLE, F -25-C & (F)25 -V SERIES - FUNCTIONS AE, OM, LM, t.K, KOR, ED, EL, FA. ESA. ESE, HWFA TRIMS: ALL APPLICABLE TRIMS AVAILABLE 1-1 I'J II-�I I I p'� 55 I! 1-2.49 338 STRIKE MECHANISM PUSHBAR TOP ROD CASE I gI ( _ 4.• �: 4-•-4 it 1- '�' ° p 3858 BOTTOM B STRIKE (STEEL) GROUTED INTO FLOORR T. LATI'H CENT RCASE ; I. DEV E CE` THR OLTE; EXT.RIOR 7R18 (NOT SHOW, WIT (4) N HOT OM RID BOTTO LATE�1�'L�In I 1 TERCASE TD 0 -24 MS Yl11■JY STRIKE 1,460 (((JJJ BOTTOM BOLT GUIDE 2130 BO TOM STRIKE ROUTED INTO FLOOR 2.21150 BOTTOM ROD 3788 STRIKE SURFACE VERTICAL ROD EXIT DEVICE FALCON (F)25 -V, USED IN DOOR CONFIGURATION 3 (SEE SHT.1) CONFIGURATION BOTTOM LATCH 2130 BOTTOM STRIKE GROUTED INTO FLOOR CONCEALED VERTICAL ROD EXIT DEVICE FALCON F -25-C USED IN DOOR CONFIGURATION 4 (SEE SHT.1) I 4X 4425 SEX BOLTS (DEVICE THRU BOLTED WITH MECHANISM CASE [410 -24 MACHINE r 00 (OPTIONAL) AUX. LATCH fl, � 909/95 I STRIKE TOUCHBAR /r8y I]� MOUNTE WITH r„Y 410 -24 ISMS Fy= 120, 00 PSI a `. LATCH BOLT CENTERCASE BEND RADIUS Ingersoll Rand Eecv ny 7ec leple: "_ � _ THIRD ANGLE PROJECTION TITLE MIAMI -DADS PRODUCT APPROVAL IR HARDWARE OPTIONS FOR GLASS SINGLE DOORS. DRAWN YMF DATE ®,R,,, CHECKED APPROVED SIZE FLAT DVG N0. IRGSO7 REV H ENG APPVL JPD 0/15/07 VON DUPRIN 98/9947—F (CONCEALED) VERTICAL 'OD USED IN CONFIGURATIONS: 4 VON DUPRIN XP98/99(F)) USED IN CONFIGURATIONS: 9 & 9A SCALE' MLET NTS 1 AUT ❑CAD 1 10 e° 13 11 Lt #12-24 MS Fy minS1 120.000 PSi i -•IA+ I. 4 `v► '- j ', - / ) € ( 3 C elrii, I 1., N12 -24 MS .0 Fy min� 120.000 PSI . ` �� •'I y .,0 • R E V I S I O N S LIR DESCRIPTION DATE APPROVED A APPROVAL DWG YMF 05/20/07 )4 1 (yi it 1 l f I/� `i V B REVISED DWG RAP 11/26/07 C REVISED DWG RAP 12/12/07 Gmd� Tno,no . P.E. Date 3759 Blossom Court Florida$46,16 D REVISED DWG YMF 07/28/08 E REVISED PER_MDBCCO YMF 01/30/09 F YAW REVISED PERJA09000 Y 02/05/09 G REVISED PER_MFR YMF 05/18/09 H REVISED PERJADBCCO YMF 05/18/09 ! ELECTRICAL FUNCTIONS /INSTALLATION 15 NOT PART OF THIS APPROVAL, TO BE REVIEWED AND APPROVED BY BUILDING OFFICIAL PRODUCT' _ R9 t0�. : ".1..,: ` t1G De Florida Aed�._;.,.�,,,, Nalo•Oto O Expire:1ml DKe Y TraOtS SCHLAGE L /LV 9000 SERIES MORTISE LOCKSET W/O DEADBOLT1 3/4" MIN LATCH THROW. USED IN CONFIGURATIONS: 1 & 111 / LOCKNETICS CHLAGE 5500 SERIES MORTISE LOCKSET W/ AUTOBOLT (MIN THROW - 3/4 ") USED IN CONFIGURATIONS: 1 & 11 �>\ ri, x12 -24 MS Fy min= 120.000 PSI III 6 7% -, 4 Q P) /. I �� ��� x8 -32 MACHINE SCREWS /V7 by \544 [t �,1� ' Mood Dade rcl ElIvIslon x12 -24M5 Fy min= 120.000 �� P51 ✓I ��,�� 1% II 1 0 , �� �. " #12124 Fy=1 0,000 J/ MS f� ' - `°S� 1 SS PSi L f �a i � L9000 SERIES LOCK MECHANISM. WITH OR W DEADBOLT OUT (SEE TABLE 1 ON it i /i Y1' ,� I ,((� I ,p. IA I II j I SHT.2) ! 'a " %i #12 Fy ( I vc ND SERIES 11 -r "r a�\ $8 -32 MS Fy min =120 Ksi -24 MS min =120 ksi LATCH 1 , • I� � // !% v �\ l �� �I° SCHLAGE L /LV 9400 SERIES MORTISE LOCKSET W/ DEADBOLT LATCH THROW MIN 3/4 ", BOLT THROW MIN 1" USED IN CONFIGURATIONS: 1 & 11 SCHLAGE 9/N9-SERIES CYLINDRICAL LEVER LOCKSET 1/2" MIN LATCH THROW. USED IN CONFIGURATIONS: 2 & 12 0 x8 -32 MS 55 �, / Fy- 120.000 PSI '- . � E x12 -24 MS ►'J 1 F min= • ��MM�• 120,000 PSI .1� 111 . - °' xt2 -24 SS Fy minor 120.000 PSI </is MS `��i j 1 I, ;� I� =' ,' 0 FALCON, T- SERIES CYUNDRICAL LEVER LOCKSET 1/2" MIN LATCH THROW. USED IN CONFIGURATIONS: 2 & 12 FALCON M- SERIES MORTISE LOCKSET W/ DEADBOLT SHOWN LATCH THROW MIN 3/4 ", BOLT THROW MIN 1" USED IN CONFIGURATIONS: 1 & 11 L1 -� 2 -24 M5 120.000 PSI x8 -32 FY= 120.000 y, ��. MS Ss PSI ~' .*s. • I I xt2 -24 SS Fy min- 120.000 P51 Of" Ms + � 1) 0 ✓ ® ® , ♦ r. - } ® SCHLAGE CO /AD MS SERIES MORTISE LOCKSET USED IN CONFIGURATIONS: 1 & 11 (SEE SHT. 1) SCHLAGE CO /AD CY SERIES CYLINDRICAL LOCKSET USED IN CONFIGURATIONS: 2 & 12 (SEE SHT.1) SEND RADII * Ingersoll Rand Security Technologies �1 \'7 1HIR0 ANGLE PRO.EC11ON TITLE MIAMI -DADE PRODUCT APPROVAL IR LOCKSET HARDWARE FOR GLASS SINGLE DOORS DRAWN DATE m��a' CHECKED APPROVED SIZE FLAT DWG N0. IRGS07 REV H ENG. APPVL JPD `I /1e/e' SCALE' NTS I AUTOCAD 1 SHEET 110 13 CYLINDRICAL LEVER LOCKSET LOCKNETICS SCHLAGE 5100 SERIESI 1/2" MIN LATCH THROW. USED IN CONFIGURATIONS: 2 dl 12 .` FALCON M- SERIES MORTISE LOCKSET W/0 DEADBOLT SHOWN (MIN THROW - 3/4 ") USED IN CONFIGURATIONS: 1 & 11 11 MAXIMUM OPENING WIDTH (SEE N01E) BEE %IT.e FOR NO PRE AND MN. :111E1 OLO 1.75' EX RIOR REVISIONS LTR DESCRIPTION DATE A APPROVAL DWG YMF 05/20/07 B REVISED DWG RAP 11/26/07 C REVISED DWG RAP 12/12/07 D REVISED DWG YMF 07/28/08 E REVISED PERJADBCCO YMF 01 /30/09 F REVISED PER 0DBCCO YMF 02/05/09 G REVISED DWG YMF 01/05/10 CONFIGURATION 1 & 11 MORTISE LOCKSET S r.Tl� ON A—A MAXIMUM OPENING MTh (SEE 1401E) 1 i° SEE SNT.• root .NG TYPE AND MN. 0NE55 1E1 1111 111 E 1ER0 9 CONFIGURATION 2 12 CYLINDRICAL LOC ET SECTION A —A MAXIMUM OPENING DM (SEE NO BEE SNTA IYPE NOM. \ O CONFIGURATION 3 9 A V A. ;Ia . 1 1 \' SECTION A —A SEE SHEET 4 FOR ANCHOR INSTALLATION DETAILS 0 MAXIMUM OPENING WON (SEE NOTE) Ill III TITS NM IMIN111 �I. EEO -- I:1[111111 111,111,1 © EXTERIOR 173 f! 0 EXTERIOR CONFIGURATION 4 CONCEALED VERTICAL ROD EXIT DEVICE. SECTION A —A MAXIMUM OPENING WIDM (SEE NOTE) Emir BEE 9HT.0 FOR GLUM TIRE AND MN. MICIDIE55 '',1111111111111111111 1.75' O, `EXTERIOR CONFIGURATION 5 & 6 —•�N A SECTION A —A MAXIMUM OPENING WIDTH (SEE NOTE) • 0 5EE site FOR GIANNG PIPE AND MN. 1MCWNES .. '"""'I 111111111'111111 0 EXTERIOR 173• CONFIGURATION 7.8.9 & 9A RIM EXIT DEVICE SECTION A —A NOTES: 1. FOR MAXIMUM DOOR OPENING AND GLASS OPENING (DLO) SIZE SEE TABLE 1 ON SHEET 2 2. GLAZING DETAIL K SHOWN. SEE TABLE 8 SHEET 8 OF 13 FOR ADDITIONAL OPTIONS. 0 \ 0 H REVISED DWG YMF 04/09/10 APPROVED PRODUCT RENEWED ca. ^..,Ay' ^g with the Florida E:17 17,1710. Da �(s Miami Dade Product Coati& Division BEND RADIUS OF 13. CONFIGURATIONS 10 & 10A EXIT ALARM LOCK SECTION A —A THIRD ANGLE PROJECTION HORIZONTAL CROSS SECTIONS FOR GLASS SINGLE DOORS. APPROVED ENG. APPVL JPD 15 /DT SITE IMT 'DWG NO. SDALE: NTS AUTOCAD IRGSO7 CONCRE1E UN1EL 0 O V N CO I- O W = U1 � A W (T) 20 000 C7 _ W Q ? w 1.11 LLI 03 W w 0 w y O`✓ 0 11 .II 11 21 11■ 2' WN ,• MAO. TIP) ON W (r) = Z �O C7 w CONFIGURATIONS 1 & 11 ? 2 MOR115F IOCKSET SECB d TION B - W LLI O Q CONOREIE LINTEL (TIP) o ^ K N CIO 0w �w wN =`A -Z VI Z 10 O w L1 = w (-J ? < zw W I- D w ID 0. to w SEE $11.3 FOR 9LL INSTALLATION 2. 35. 4' YAK 0 ID r Ma. 4' MAX CONFIGURATIONS 2 & 12 CYIIADRLCAI LOCKSFT SECTION B —B SEE SNT.3 FOR SILL %WA1LAT10N COR 1E ul (0, ) o� CO • w F to 00 zm w I- 1HRFF —POINT ! ATCHING 0. w EXIT DEVICE. 0 1 5EC11ON B -B SEE SRI FOR SILL 11STSU.200N EY' 0 ,.7r r N.N. A" MAK ID CONCRETE (0/P) AX UNIT HEIGHT 8 I' CONFI213A110N 7 B.9 Ae 9A RIM EXIT DEVICE_ SFCTION B -8 II ' SEE PIT.] FOR 9LL INSTAL1A11011 ING HEIGI 1.75. 2' MN CURAIION 3 SURFACE VER1ICAL Roo OMIT 8 II _A • 0211S id `(DON LATCHNO OCTAL SURFACE VTOL. ROD ENT MICE CONCRETE UM1EL (11P) SEE 51)1.3 FOR 90. INSTAL ARCS ATE (11P) um I�I 0 111 1 III e egaBBIENCI TI 1.75' r Ma. C MAK (D 4.) w Owosso P.E. Onto 3759 Blossom Co01 MIa0I. OH 43040 F104d3040719 REVISIONS LIR DESCRIPTION DATE APPROVED A APPROVAL DWG YMF 05/20/07 B REVISED DWG RAP 11/26/07 C D REVISED DWG REVISED DWG RAP YMF 12/12/07 07/28/08 CONFIGURATION 4 alCS_AI FD VFRO1CAl ROD EXIT 1104100 SECDON B —B OPENING HEIGHT 96" 0 r NCH. 4' MAW. ID 0311 ALARM LORCK. - SE TLON B SEE S11.)1 SW (INSTALLATION SEE 9)1.3 FOR SILL INSTALLATION FLOOR LATCHING MAR. CONCEALED VE911CAL ROO ENT OENCE E F 0 REVISED PERJADBCCO YMF REVISED PERJAOBCCO YMF REVISED DWG YMF 01/30/09 02/05/09 01/05/10 H REVISED DWG YMF 04/09/10 PRDDVTT RRNFFVED I::..:,:r N "E::., :1(11 Dio FYorldr f c ,a; 1c,'';o D-020 i:27i17...2i40 Date 11 BY IStt^°1 Miami Dale PPOdref Coring Division IN LAMM 1NROR T00.1 /P a0TNN -l/1' SW LATCH •+ �OOTT0Y SIRNE QT9 f FD .RO FLOOR 00„Ia STORE FLOOR LATCHING (1OTAII SURFAC RTI.AI ROD FX,T DFVICF FLOOR LATCHING (IOTAII WINCSA100 1CIC0A1 Roo FT NOTES: 1. FOR MAXIMUM OPENING SIZE SEE ELEVATION SHEET 1 AND TABLE 1 ON SHEET 2 OF 13. 2. GLAZING DETAIL K SHOWN, SEE TABLE 8 SHEET 8 OF 13 FOR ADDITIONAL OPTIONS. 3. SEE SHEET 4 FOR ANCHORS INSTALLATION DETAILS. BEND RADIUS 1111(0 ANGLE PROJECTION Ingersoll Rand Security Technologies DRAWN YMF CHECKED DATE 05/20/07 1111.0 MIAMI—DADE PRODUCT APPROVAL VERTICAL CROSS SECTIONS FOR GLASS SINGLE DOORS. APPROVED DM N. JPD 11/15/07 SIZE FLAT DWG N0. IRGS07 V H • NTS 1 AUTOCAD 1 15McET 13°'13 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) `17ovra 42-1 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 Nvww.miamidade.eov /building /home /asp Ingersoll -Rand 6810 Hillsdale Court Indianapolis, IN 46250 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) 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. BORA 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: IR Series "H16 -4" Single Flush Inswing Commercial Steel Doors w / Mortise Locks APPROVAL DOCUMENT: Drawing No "776W -3 ", titled "1-116 -4 3070 Single (Inswing) ", sheets 1 through 8 of 8-,-prepared-by the- manufacturerodatedO5= 01=02 -and last- revised w/-revision-Lon 01/30 %1t1, - signed -arn - sealed by Thomas Gordon, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. See Design pressure & Water infiltration limitation sheet 1 of the drawings. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be doing iii - its-entirety. INSPECTION: A copy of this entire NOA shalTbe provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 09- 0924.05 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MWMIDADE COUNTY APPROVED NOA No 10- 1206.02 Expiration Date: February 24, 2012 Approval Date: March 03, 2011 Page 1 Ingersoll -Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings (transferred from file # 09- 0924.05) 2. Drawing No "776W -3 ", titled "H16 -4 3070 Single (Inswing) ", sheets 1 through 8 of 8, prepared by the manufacturer, dated 05 -01 -02 and last revised w/ revision "E" on 01/30/10, signed and sealed by Thomas Gordon, P.E. B. TESTS (transferred from file # 09- 0924.05) 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 parts and section drawings of Single flush outswing / Inswing 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. Reference test reports CTLA 776W -1 and CTLA 1035W -2 for anchor qualifications. • C. CALCULATIONS: 1. Statement of compliance to FBC 2007 & "No Financial interest ", dated 01/30/10, prepared, signed & sealed by Thomas Gordon., P.E. 2. Anchor verification calculation, prepared by PTC, LLC dated 08/30/02 signed & sealed by Rene J. Quiroga, P.E. (transferred from file # 04- 0604.02) 3 Hinge Load Evaluation report, dated 01/04/04, prepared, signed & sealed by Thomas Gordon., P.E. D. QUALITY ASSURANCE BY 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS (copies in current IR files) 1. 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 epo ' o. , -. 1 - • i : a ► : ' , laboratories Inc for "Surface Burning Characteristics of Building material" per ASTME84 -00a and self Ignition per ASTM1929D for "Elfoam H200 ", issued to Elliott Co. of Indianapolis Inc. E -1 is ). tit ��t�� Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 10- 1206.02 Expiration Date: February 24, 2012 Approval Date: March 03, 2011 Ingersoll -Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (Continue): 3. Tensile Test report No. A103 W 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. 4. Test Report No. NER -384, reissued dated May 01, 1994, issued by National Evaluation Service Inc to Huntsman Chemical Corporation for "Expanded Polystyrene EPS" for grade 86 & grade 54 for "Surface Burning Characteristics of Building material" per ASTME 84. 5. Test Report No. 9691, dated August 28, 1987, 1994, issued by United Testing Company Inc. to Huntsman Chemical Corporation for "Expanded Polystyrene EPS" for grade 86 & 54 for "Self Ignition Temperature Test" per ASTMD -1929. F. STATEMENTS 1. Letter of conformance to FBC 2007 & "No financial interest" dated Jan 30, 2010, signed and sealed by Gordon Thomas, P.E. 2. Acknowledgement Letter, issued by Ingersoll -Rand accepting to conduct verification test per BCCO test proposal date 12/03/09, received on Feb 03, 2010, signed by Yuri Farber. 3. Laboratory Statement of compliance par ofthe abovreferenced tesi- reports 4. Statement letter dated Jan 31, 2011, issued by Certified Testing Lab., confirming of . completion of validation test and in- process to be released, signed by James Blakely. G. OTHER 1. This NOA renews NOA # 09- 0924.05, expired on 02/24/11. 2. This is a Non - Renewable one year final conditional approval. 3. Photo of Stainless Steel Strike plate supplied by Ingersoll -Rand. 4. Schlage & Falcon Mortise Locks brochures / catalogs supplied by Ingersoll -Rand. E -2 kL1 L L L L Ishaq I. Chanda, P.E. Product Control Examiner NOA No 10- 1206.02 Expiration Date: February 24, 2012 Approval Date: March 03, 2011 40" MAX. FRAME WIDTH zn nnn r E OF ANCHOR SEE NOTE 2. 4.00" MAX. SEE NOTE 6. 9.750 ---r E of HINGE EQ.* (SEE NOTE 3.) 84.000 MAX. 40.875 TOP 5. BTTM E OF HINGE E0.* —L E or HINGE 10.375 TYP- (INTERIOR ELEVATION VIEW - INSWING DOOR) 1/4' X 1 -3/4' TAPCON OR 814 X 1 -3/4' WOOD SCREW (3) PLACES EXTERIOR 2 SPA 0 11.50" MAX SEE NOTE 7. SILL INSTALLATION (TYPICAL) 5.75" MIN 8.50" TYP. DESIGN PRESSURE RATING (INSWING DOOR) LOCK STRIKE P TION WHERE WATER INFILTRATION REQUIREMENT IS NEEDED WHERE WATER INFILTRATION REQUIREMENT IS IT NEEDED* STANDARD NOT APPROVED +120 PSF / -120 PSF STAINSSS STEEL NOT APPROVED +170 PSF / -170 PSF "Water Infiltration reels once la not required when Door assemblies installed In non.habltable areas where the door assembly and area are designed to accept water Infiltration, or if protected by overhang with ratio LengthA4elght equal or greater than 1. mama MINE41110 As7gala I -120 .0 2- lWmhewMtS o/ R E V I S I O N S LTR DESCRIPTION DATE APPROVED A APPROVAL DWG 02/25/03 B RE %ISED PER DCBCCO 08/31/04 RE /ISED PER DCBCCO 01/14/10 NOTES. 1. ONE ROW OF P5074 WEAT IERS"tRIPPING PER JAMB AND HEAD, INSTALL PER SHT 7 2. ANCHOR REQUIREMENTS. SEE SHT 1 6 5 FOR APP OVED ANCHOR AND INSTALLATION REQUIREMENTS. 3. HINGE REQUIREMENTS. MIN (3) HINGES BE LOCATIONS. 0.38' FRO J FLBOOR TO IN CL OF TO CL OF TOP OFBOTTOM HINGE, EQUALLY 5iACEI IN BETWEEN. 4. SEE SHEET 6 FOR AVAI ABLE STANDARD DOOR /FRAME CONFIGURATIONS 5. HARDWARE INSTALLATION AS FER MANUFACTURER'S INSTRUCTIONS. 6. 4' FACE HEAD IS AVAIL ;BLE ,WHEN FRAME IS GROUTED WITH CONCRETE. TO MAX. FRAME HEIGHT. 7. APLLY CAULK AS NEEDE 8. PRODUCT IS NOT APPRO 0 WHERE WATER INFILTRATION REQUIREMENT IS NEEDED ITEM QUANTITY MP- iMMMiMMMI=�I �r+IFmr 11�:100,>;�t� Eli. r_ I:fia isNom 3A1.YIt�.Kt:Ict� 11111111M1811•11111 *N:IEv 111M111180141MBINIfillaCIV:reiCIAOA•loleALVia/.144 DESCRIPTION NOTE 3. v 1 1 4.5" X 4.5" BUTT HINGES (SEE SHT.2) OPTIONAL CONTINUOUS HINGE (SEE SHT.3) [d•1:T4/.V402 MMtn •. .,,1IIMINIM-)1FiTXa�iilia:P.la7 MM •11rAIG•T► sI:i4tIa1)11:51 IET>} 1 Tam wirmul1Ra :L >RCA ■UItlNId•1i:L1•U1'tL1:1aQReM:4:1 irk a4•gi /:l wail .1 IVEWW1,11111 1 ■1:13* . MMMi1L' G11I iH • /1: { rl' b7•1:�•f?fd $I•>E1�1�1 MB • 11F.a .. I IIISIL 1 .noi:I sla la :a .(..11w 4:uz1J .111111MK!G --laY !<alitli itd.aillgaL•1114,1 *ii7 m11;1.ladV4rJl iiiillA l7?i:ECATIIWWil>!L*Al ht6 o\o Gordon Thomas, P.E. DRIB 5769 Blossom Court Mason, OH 46640 rondo a 48718 MATERIAL SIZE .b iMTif 11- 1l11111 M______ :I� :1M3� 'isii:'1lY.Li'iifi7llni 1=111 ir• 9 7:1l0111-�I1111111111011111M/ZW 1 i10=1111111111IFiiZ]f1-1111■1 .134 MIN. Of 7" MIN.STL, /.12 ALUM SEE SHEET 4 (4) #12 -24 MS PER HINGE MAX. 4r 100" ALUM. 6083 15 �141•9:i1�� 5.5" X 0.5' X 36" MAX 906 RADIUS D A JECITOI NGERSOLL -RAND COMPANY STEELCRAFT MFG. 9017 Duck& Rd Gr.sMoil ahb 48842 IMEMIktEl MINIM ENa APPVL TITLE DADS • d*41Y DAD COUNTY H16 ; 4 3070 SINGLE (INSWING) IR M )RTISE LOCK HIGH! PRESSURE APPUCATIONS DWG pa 776W -3 REV C SCALE. NTS AUT ❑CAD I Dr 8 • • REVISIONS 40" MAX. 2" MIN. LTR DESCRIPTION DATE APPROVED A APPROVAL DWGS. 02/25/03 3" MIN. EMBEDMENT 2.00" 35" MAX kt SEE SHT 5 FOR ANCF+ORING OPTIONS AND INSTALLATION EMBEDMENT e 1SED FOR SUBMITTAL 03/30/04 C RE (iSED PER DC BCCO 01 /15/10 1.5" MIN. EDGE DISTANCE ii4 lir i • • • 3" MIN, DISTANCE ° 0 ' sarrm I �:' CORE MATERIAL (SHT. 1 k 4) I�,�" v. 11111111111111111111111111MM ii+ - . • • ... C il _31111111111111i1111111111 .: • o WOOD STUD © WALL I © 0.234" SECnoN A —A III) 'II' HINGE HINGE Ii FRAME HINGE REINFO CEMENT • DETAIL MORTISE LOCKSET: SCHLAGE L9400 SERIES FALCON M- SERIES ®DOOR REINFORCEMENT dee C1� ✓/ ` ANSI STRIKE • STANDARD OR STAINLESS STEEL OPTION (SEE WITH / / ` „oh 40' ��• ' , s • • �� t" MIN. THROW `// BOLT ANSI STRIKE STANDARD OR OPTION (SEE STEEL pP110N (SEE SHL1) MOUNTED WITH PSI � (i� v :.; j�' •- It ��• --• ,' 3/4IN-) NOTES; 1" MIN. THROW 1. SEE SHT.1 OR ELEVATION, MATERIAL AND SIZE BOLT 2. SEE SHT. 5 FOR WALL CONSTRUCTION, ANCHORING SYSTEM 3. SEE SHT. D61 FOR AVAILABLE OPENING SIZES. JAMB DEPTHS AND SPECIFIC TIONS 4. APPROVED 'iARDWARE INSTALLATION IS PER MANUFACTURE i'S I 45TRUCTIONS 11. 3/4” MIN r;0.000 THROW TGH 9 LATCH PRODDCFNETPWE. T'IBNENso .<► dsAoMb AepRa 44.40 .0 $ . SCHLAGE LB400 KEYED MORTISE LOCESIIT BERMS FALCON M- >36Ii» Mayyak dR W/ DSADBOL MORTISE LOCSSSP R/ DEADBOLT Amman . 20... 811016. sTr 0.25" 1 • ^'• „; fir 4t n°)c ""'" I I , p sahb 1.23 1.28" © O _ 9.18" - ....... �► 9.19 �/ 7 GA. 7 GA. , z i, T 9I,W.. i F �- kt1116 Gordon Thomas, P.E. DRIB 3750 Blossom Court Mason, OH 45040 Florida 948718 1 0.28" — 0.31" 1.75" 1 4.34• —_ HINGE SPACER BEND RADIUS r. INSERS ❑LL —RAND COMPANY STEELCRAFT MFG, I 9017 RIuWL R0. Cincinnati ONe 46242 " —' ' .. �� 0.53" r A. R 0.125" INSIDE ills _ `O AI ME 1MRD ANUS PRO;o11DN nnN: SAGE oa'R+ CROSS SECTION OF DOOR AND FRAME IR COMMERCIAL LOCK HARDWARE H- SERIES SINGLE DOORS HIGH PRESSURE APPLICATIONS DRAM YMF b 1E DOOR HINGE FRAME HINGE ' �- 0.75' c CKED REINFORCEMENT REIdFORCEMENT APPROVED SINE RAT DV NO. 776W -3 REV C ENO. APPN. ALE NTS o A.UTOCAD I I 2 0 B • -REVIS 1.5" MIN. EDGE DISTANCE 3" MIN. EMBEDMENT 2" MIN. IL4" MAX. SEE NOTE 6. 012 -24 MACHINE SCREWS B C T Oetdon Thomas, P.E. 3769 Blossom Cowl Mason, OH 46640 Hatch' #46716 LOCKSIDE REINFORCING CHANNEL 1.22" MIN. r EMBEDMENT BUTT HINGE 4.5 "X4.5" STD. WT. HAGER 1279 STANLEY F179/1900 S 5881 3CB1 PMODOCTRRN61Btl► PROYUCT IMR4W80 =plawkk do YrMs rarlawkll Nt NW* 1so Aekm.R. 'IZ0 •0L MM*� 2011 �IRa1I • UsI -sa a�171012 A k^h ofWnn INTERIOR EXTERIOR 0.75" MIN. EDGE DISTANCE SEE SHT FOR SILL INSTALLATION I tt SEE 1I1 111 HT 8 SEE SHT 8 95" MAX. MACHINE (MIN.) C SCREW SECTION B —B MORTISE LOCKSET SCHLAGE L9400 SERIES FALCON LM— SERIES OD GA. LOCKSIDE REINFORCING CHANNEL `.CONTIN000 HINGE HAGER ''790- t 780 -224HD STANLLREY�'6 1HD MARK SL11HD & HG305 MKO FM— SERIES (OPENING WIDTH — 3/8 ") 0.68" NET DOOR HEIGHT — 2.063" 1.66" 3.50 1.66" 14 GA. END — CHANNEL TOP BOTTOM OF DOOR NOTES. 1. SEE SHT.1 'OR LEVATION, MATERIAL AND SIZE 2. SEE SHT.1 40 2. FOR ANCHOR REQUIREMENTS 3. SEE SHT. FOR WALL CONSTRUCTION ANCHORING SYSTEM OPTIONS AND ,INSTALLATION. 4. SEE SHT. '? FOR AVAILABLE OPENING SIZES. JAMB DEPTHS AND SPECIFIC ■TIOts S 5. APPROVED HARDWARE INSTALLATION IS PER MANUFACTUR4�S NSTRUCTIONS 6. HEAD SEC ON GAN HAVE 4" FACE DIMENSION WHEN IT'S GROUTED WI CONCRETE, WITHIN MAX. HEIGHT LIMIT. 7. STUDDED ALL CONSTRUCTION STRUCTURAL MEMBERS MUST BE DES'GNED TO COMPLY WITH APPROVED DESIGN PRESSURE RA PING (233 # /FT BASIS) DESCRIPTION I0 N S APPROVAL DWGS. REVISED FOR SUBMITTAL REVISED PER DCBCCO } 4.00 OPTION 4L FOR HEAD SEC 10N (SEE NOTE 6.) DATE 02/26/03 03/30/04 01/15/10 APPROVED TYPICAL FRAME PROFILE } 1.94 r- DOOR SIDE 5.75 MIN. —' 2,00 MIN. --- 1.56 BEND MOWS IHVW MOLE PRO ION DRANN DAIS YMF R/19/02 CHECKED ©. TILE APPROVED ENO. AP►K SZE INGERSOLL -RAND COMPANY STEELCRAFT MFG. 9017 BauAM R6 Cbdanat OMs 46242 DADE 'DOUNTY CR'5S SECTION OF DOOR AND FRAME IR OMMERCIAL LOCK HARDWARE HEPSRLEPPA HI RESUE APPLICATIONS FLAT i DWO NO. 776W -3 SCAB' NTS C 11 A s UTOCAD } SHT 3 OF 8 SECTION A -A 1 SECTION A -A (A) POL RENE EXPANDED 'OLYSTYRENE FOAM R` DES 54 AND 86 - DENSITY: 1.0 LB /CUFT A SECTION A -A SECTION A -A A •••.•••••••••. _._..._.••• ••• • •t �•a •r . fill • ils 4•• :•4 ••• ♦�• 1. iii •:• •.• �•• IN iii iii �•• ••• • 4 . :5 •44 . . . ". ••• V• ••• iii iii •l• • •• 1::: •e 0i ir5•• ••• • • . • . ' • • V�• 1•I• ••• ••• • •-•-•-•- r•-•-rr•-• • ECTION A -A ' Q"3:=1 SEE AIL DET REVISIONS DESCRIPTION APPROVAL DWGS EVIS:D FOR SUBMITTAL EW REVISION DET .840" _...I RETHANE LFOAM H200 ENSITY: 2.0 LBS /CUFT A A (C) STEEL STIFF HAT SHAPED S MIN. WELDE OF FA STIFFEN D ONS 20 GA. 0.C. TO INSIDE HEETS. HAT SHAPED S TO BE WELDED TOGETHER AT TOP AND BOTTOM L A r --1.75 T'SPOTWELDED DOOR WIDTH STIFFENERS 22" 20" 3 24'x26" 4 2'10 ",30" - 5 (D) HONEYCOM: KRAFT PAPER. 1.2" CELL SIZE (E) TEMPERATU- RISE CORE MINERAL ' D FIBER BOARD DENSI . 17 ± 1.5 LBS /CUFT DARE DADE CORE OPTIO DATE APPROVED 02/26/03 03/30/04 01/14/10 NOTE: CORE MATERIAL SHOWN WITHOUT HARDWARE REINFORCEMENTS PRODU(jw41W95 �•nran9,+a, sk,pMw�1{ Atl � n 1 I1 r> 1/340 Gordon Thomas, P.E. 3756 Blossom Coup Ma8on, 01 11. 1 Fwd. 9 4678 Unto IN 3ERSOLL -RAND COMPANY STEELCRAFT MFG. 9017 BIUeMM Rd QnetnnoU Oh* 49242 1NTV COUNTY TEST UNIT 4S MATERIALS A 10W9 N0. 776W -3 REV c UTOCAD 1 1 SHT 4 OF 8 • WIRE MASQNRY'ANCHOR INTO GROUT FILLED FRAME AND BLOCK WALL. TOTAL: (5) WIRE ANCHORS PER JAMBI u6 MANSION IN HEAD 16' OC MAX OC 1 M t6 05 L MAX /e'000 MAX OC MAX MARE MASONRY ANCHOR FARE ARCH* 03/16• x H A66• ASIC FA E MASONRY BLOCK WALLS 016• Fy MNr61 064 REF10 TO r MAX SILL INSTALLATION DETAIL FRAME TO BE CROW 414.150 m1 memo Ii SHIM liPACE 1/4' MAX FXISTNG MASONRY ANCHOR (ERA) INTO CONCRETE WALL OR CUU TOTAII E 00 J ANCHORS (3) MANSION OR LAO BOOS N HEAD LOCK -IN JAMB 6' 6' 6• MAX. CONCRETE OR GROUT FINES CAW BLOCK WALL 16.6' OC MAX 16.5' OC MAX 16.5' OC MAIL 15.5' OC ORAL AXa REFER TO r MAX SILL WSTAIIATHON DETAIL JAMB 1s•' WELD -IN • :0 0 (61 ROOD 0410 ANCHORS PER JAMB: (7) WOOD MD AANNCH BOORS 0.12 OR IN HEAD SIGD SZxl AN(wQR OF ANCHOR T IN HEAD 1(0. fMTUD WOOD ANCHOR TYP. REFER 10 r MAX RILL INSTALLATION OETAL WOOD STUD ANCHOR (LOCK -IN OR WELD -IN) 6 Fy A14./.14$ xR WOOD STUD WALLS SEE NOTE 1. oQ$DNQ MASONRY ANCHOR (ERA) WITH LAO BOLT INTO WOOD STUD WALL FATII�u BOLTS (ANCHORS OR LAO BOLTS W HEM LOCK -IN JAMB Ea Ea OF ANC101 BOLT N HEAD 1YP. 3' X 7' DOORS f OF WOOD ANCHOR TIP. Fy 11Nr36 93 .4 0-3/4' (4 M ) 1OT PER OR r MAX SORE ct11 ANCHOR 10044 (11) DM STUD /ADORE PER ANCIIDRS STUD O1 HEAD 1/4' i7( 1 -3/4' TAPCON OR 1114 X 1 -3/4' WOOD SCREW (3) PLACES 0.38' CC MAX 6.26. OC MAX 1.05' 05 MAX ate 00 MAX 0.25' DC MAX 500r DC MAX 6.70' 00 MAX 3/0 X r 011/2' M0. EMBEDMENT WWI SPACE RAW. (LOCNBOLT) 1/4' MAX RED HEM (SLEEK ANCHOR) RED 140AD (WEJ -11 AN0IOR) 0001)1 TD r MAX SILL 2ISU5AIIDN MTAL >rll JAMB .3' WELD -IN wA;12. FAN tA0 BOLT w/2' IIW. EM00011 WIT WOOD S1UD WALLS SEE NOTE 1. f0. E4 3' x7' DOORS or STEW. ANNCCHOR TT. MAL le' OCT MAX I u OC MAX 19. OC' MAX �DC MAX REFER TO r NAL MU. INSTALLATION DETAIL STEEL STUD ANCHOR WELD -IN OR LOCI( -IN 2 (2) PER �ANNCHOR MEW 1 1 STEEL STUD WALLS SEE NOTE 1. : SPA •11.11' MAX EXTERIOR SBL �BISTALLAION 1141104141 DOOR SEE SHTJ NOTE 7. 5.76' MN 000' 17P. R E V I S I O N S LTR A D REV1 'REVI NOTES: 1. WOOD OR OF WOOD A MUST 3E D LOAD, !AND OFFICI 'J.. 2. NUMB:R. IS LIMITED SHO I ON /ESCRIPTIDN APPROVAL DWGS. ED FOR SUBMITTAL DATE APPROVED 02/26/03 03/30/04 ED PER DC BCCO 01/15/10 PRODUCT RENEWS• as amplyiR/ WIN Is 111e1 do Oda% Ae6iPMwIM Alf NA .0 2 E1.10trw6AlRR 8.YH4 PRODUCT RENEWER aNl(q WITS IRS P Code , m(7. // t 330 .30005 Mown. P.E. Ow 1766 Monona Cou4 &Wow OH 41040 Florida *VMS EL STRUCTURAL MEMBERS D STEEL -STUD WALLS SIGNED TO CARRY AT LEAST 320 it! /ft. HOULD BE VERIFIED BY THE APPROPRIATE ANCHORS FOR VARIOUS OPENING HEIGHTS Y MAXIMUM DISTANCE BETWEEN ANCHORS, IS SHEET. KENO RABIUS THIRD ANGLE YMF CHECKED R �j I GERSOLL -RAND COMPANY STEELCRAFT MFG. 9017 DINOAS0 R6. CNC.m6tl OAR 4054E TATC 6/01/02 74710 DADE 1COUN ANCH I'D SCALE. NTS APPROVER LM. APPVL SIZE FLAT ETAILS / MOUNTING CONDITIONS DWG ND. 776W -3 REV C AUTOCAD I SHT 5 OF 8 TABLE 1. AVAILABLE DOOR CONFIGURATIONS (SEE NOTE 1.) DOOR TYPE CORE MATERIAL PER SHT.7 MAXI AUM OPENING SIZE SKIN MATERJI�AL GA. /MIN. THK WIDTH HEIGHT DESCR. HONEYCOMB Si)" I CRS 1q/.053" FLUSH POLYSTYRENE 3'O" 7'0" GALV 14/.067" 16/.053" 14/.067" POLYURETHANE STEEL STEEL STIFFENED 3'O" 7'0" i 053" STIFFENED GALV 14/.067" TEMPERATURE RISE CORE MINERAL FIBER 3b" 7' 0" CRS GALV 16/.053" 14/.067" EMBOSSED POLYSTYRENE/ 3' )" 7'0" GALV 1/.053" PANELS HONEYCOMB TABLE 2. AVAILABLE FRAME CONFIGURATIONS (SEE NOTE 2.) FRAME SERIES JAMB DEPTH MAXIMUM OPENING SIZE MATERIAL !MDTH HEIGHT DESCR. GA. /MIN. THK 16 053" 14 .067 " 12.099" 5.75" MIN. Si)" I 7'0" CRS/HRS GALV MU 5.75" MIN. 3'0" 7'0" CRS /HRS GALV 16/.053" 14/.067" TABLE 3. CRS ASTM M008 HRS AS GALV: A60 ASTM A924 MINIMUM YIELD STRENGTH = 2 .5000 PSI r$QDUCT airtime° esesydr4{ef M lkk,id. IMIAINICede bdlMN /.1 i ' 17, . 30,306 ASTM A240 10,Vit IkAka NOTES; R E V I S I O N S DESCRIPTION APP :OVAL DWG REVISED FOR SUBMITTAL REVSED FOR SUBMITTAL DATE 02/26/03 APPROVED 03/30/04 01/14/10 1. DOOR CONSTRUCTION 1.1. MINIMUM DOOR THICKN :SS - 1 3/4" 1.2. DOORS AVAILABLE IN ALA- AND EMBOSSED SURFACE MODELS (SEE TA 3LE.1) 1.3. ALL DOORS ARE FLUS'i - NO LITES OR LOUVERS AVAILABLE 2. FRAME CONSTRUCTION 1.1. MINIMUM JAMB DEPTH - 3/4 ", STOP HEIGHT - 5/8" 2.2. FRAMES AVAILABLE A FLUSH (F- SERIES) AND MULT -USE (MU- SERIES) (SEE TABLE. '!) 3. FOR MATERIAL SPECIFIs!ATIONS REFERENCE SEE TABLE 3. INGERSOLL -RAND COMPANY STBtr .CRAFT MIFQ 9017 91.411.h Rd Clndng*Sl pig 4924E R7r DOOR AND FRAME ,CONFIDURATIONS NAND MATER AL SPECS.' HIGH PRESSURE APPLICATIONS o1.Yt e Gordon Thomas. P.E. Date 3759 Blossom Court Mason, OH 45040 Florida # 46718 DVG KG. 776W-3 AUTOCAD NEV C SHT 6 OF 8 REVISIONS BENT TABS TO SECURE ASSEMBLY LTR DESCRIPTION DATE APPROVED A APPROVAL DWG 02/26/03 . 8 I RCViSEO FOR SUBMITTAL 03/30/04 WELDED 'SUA' AND ARC — WELDED ASSEMBLY (00 REVISED PER DCBCCO 01/15/10 ��/� ‘1110 "KNOCKED ASSEMBLY 'KD' —DOWN" 4 I a / WELDED ti 111111PP � *10 w! Oho a iv, PRODUCT RLNNO' T O asessy�lq MO the FR AU � / 1.00.00, 1 Nl7lhi1EWED ., $ II f I t `HE X 5/B HEAD SMS TRUSS DED ON TOP JAMBS IF HEM� NOTCHED HEAD SITS AND ByllED BETWEEN JAMBS OF NOTCHED 1 "MULTI ASSEMBLY • 'MU' —USE" SERIES PR n raftN Rd Me g6 MOM DUET RENEWED r wai ON Pinkie hth gems Na Oi Witte De* : "/NT-I % f 1 _„ K.. 1... /' ( 3d o 2" MIN. �'" HEAD _f 2" MIN. 4" MAX. Gordon Thomas, P.E. Dote 3769 Blossom Cowl Mason. OH 48040 Florida # 48718 1.94" _L O 0.625" -f REND RADIX 0 INGERSOLL -RAND COMPANY awl Bra.AsA Rya � aMPG 41 MIN. VARY 41% �. V% DaaD ANGLE Pao c12N nlli DADS OUNTY CORN :R DCTAILS AND NEATHERSTRIPPING ATTACHMENT FOR i'LUSI- FRAME AND MU FRAMES YMF D jRewise WEATHERSTRIPPING VARY (ALL DIMENSIONS TYPICAL EXCEPT WHEN SPFCIFIED) DETAIL, arECRm APPROVED MU rur IMO No 776W -3 REV C —_—_ HINGE JAMB STRIKE JAMB IX0' APPK RCA4E: N 1 AUTOCAD 1 1 SHT 7 OF 8 3.91 —1— 13.9 —I- -13.9 —{II-- 3.91 69 — — - 35.625 MAX. SEE NOTE 1 FAS -SEAL DOOR SWEEP 0.13 r1 5.00 t a PART a tams RIGID SECTION EE NOTE 2. 125 ZERO WTI 566 SERIES THRESHOLD WITH NEOPRENE BUMPER 050 0.25 TI 5.00 PEMKO 2005 SERIES THRESHOLD WITH SILICONE, VINYL OR PILE SEAL 0.25 NATIONAL GUARD 950 SERIES THRESHOL WITH SILICONE, VINYL OR NEOPRENE BUMPER FLEXIBLE SEMI -RIGID 0.75 FLEXIBLE SECTION SEE NOTE 3. 3.74 40,00' L 0.13T� -4.00 PRODUCT Reh*WEp ee2PbbS IMO Re "Willa 11061918 re. ia— 20 o Z ISMIRMits Role Gordon Thomee, P.E. Date 3760 element Caul Mason, OH 45040 Florida # 407t8 LTR R DE E V I S I SCRIPTION A B APPR REVISED 7VAL DWG FOR SUBMITTAL NEW REVISION ❑ N S DATE 02/26/03. 03/30/04 01/14/10 APPROVED NOTES: l 1. SLOT LOCATIONS MA'`' VARY WITH DIFFERENT DOOR WIDTH. 2. DOOR SWEEP RIGID (ECTIbN IS MADE OF PRO -FAX #PD -199 POLYPROPYLENE HON OPOIYMER 3. DOOR SWEEP FLEXIB.E SECTION IS MADE OF SANTOPRENE #101 -73 73 DUROMETER - SPORE A SCALE REND RADOIT AA THIRD ANGLE PROJECTION ,am DRAWN YMF paw INGERSOLL -RAND COMPANY STEELCRAFT MFG. 9017 DIweASh Rd. L1,cee,atl Dab 45242 TITLE DADE C JNTY DOOR ,CCESSORIES BO SWEEP 1HRES OLDS AND WI:AIHERSIRIPPINO APPROVED ENG. APPVL 017.2 FLAT SCALE, NTS TAM NO. 776W -3 RE PUT ❑CAD 1 I SHT 8 OF 8 C BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Ingersoll -Rand 6810 Hillsdale Court Indianapolis, iN 46250 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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 AI-I.1 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: IR Series Single Flush Outswing Commercial Steel Doors w / wo Panic Exit Devices APPROVAL DOCUMENT: Drawing No "IRF -S07 ", titled "Flush Outswing Doors ", sheets 1 through 11 of 11, Jvc3R.. 116 A' .L Leo UA MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLE•R BUILDING 140 WEST FI.AGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375-290S www miamidadie gov /buildingcode prepared by the manufacturer, dated 05 -27 -07 and last revised on 04714/1 -0, signed and sealed by Thomas Gordon, P.E , bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressures, Sizes, Hardware and Water infiltration limitation sheet l& 2 of the drawings 2. Expanded foam core options (F) in sheet 4 is limited to EPS by Falcon Corp and Polyisocyanurate -1-1200 (polyurethane) by Elliott Co .3. Electrical /Electronic function is not part of this approval, such functions to be reviewed and approved by AHJ RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 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 # 07- 0829.04 consists of this page i and evidence pages E I , E -2, as well as approval document mentioned above The submitted documentation was reviewed by Ishaq 1. Cbanda, P.L. MIAMI•DADE COUNTY APPROVED NOA No 10- 0209.07 Expiration Date: May 05, 2015 Approval Dare: May 12, 2010 Page 1 Ingersoll -Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (transferred from file # 07- 0829.04) 1. Test Report No. 03NK2370/R145081, January 21, 2003, issued by Underwriters laboratories Inc for "Surface Burning Characteristics of Building material" per ASTME84 -00a and self Ignition per ASTM1929D for "Elfoarn H200 ", issued to Elliott Co. of Indianapolis Inc. 2. 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. 3. Tensile Test report No. A I03W I -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. 4. Test Report No NER -384, reissued dated May 01, 1994, issued by National Evaluation Service Inc to Huntsman Chemical Corporation for "Expanded Polystyrene EPS" for grade 86 & grade 54 for "Surface Burning Characteristics of Building material" per ASTME 84. 5. Test Report No. 9691, dated August 28, 1987, 1994, issued by United Testing Company Inc. to Huntsman Chemical Corporation for "Expanded Polystyrene EPS" for grade 86 & 54 for "Self Ignition Temperature Test" per ASTMD -1929. 6. Test Report No. 816529, July 29, 2005, issued by Underwriters laboratories inc for foamed plastic for "Surface Burning Characteristics of Building material" per A STME8-41rid self Ignition per ASTM1929D fo-r-"BRYXAr6a29 ,- issued to Falcon Foam, Division of Atlas Roofing Corp. F, STATEMENTS 1. Letter of confomnanoe & "No financial interest" dated Feb 03, 2010, signed and sealed by Gordon Thomas, P.E. 2. Letter of conforrnance & "No financial interest" dated June 08, 2008, signed and sealed by Gordon Thomas, P.E. (transferred from file # 07- 0829.04) 3. Laboratory Statement of compliance, part of the above referenced test reports. 4. Addendum letter dated 3/15/10 for test report NCTL210- 3645 -1, issued by National certified Testing lab. 5. 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 6. Letter of commitment dated 04/21/10 issued by Ingersoll -Rand for additional tests for butt & continuous Hinges in near future, signed by Yuri Farber G. OTHER 1. This NOA revises & renews NOA # 07- 0829.04, expiring May 05, 2015. 1 a_n w a 1 t Aar �Q.NC�A- 4Nc \_ncnnraref _... 4 L. 17fJV1V "J!�'vvacava N.c.cr -.,vi. ,.��....,. ..._".•,- -..... _"_"... 0712.01, 02- 0712.03, 03 -0908 03, 04- 0203.03, 04- 0303.03 and 05- 0103.01. 3. Consolidation Test proposal # 06 -2468, dated 04/27/07 approved by BCCO 4. IR Locks & Panic devices brochures / catalogs supplied by manufacturer. 114t .-- Ishaq 1 Chindn, P.E. Product Control Examiner NOA No 10- 0209.07 Expiration Date: May 05, 2015 Approval Date: May 12, 2010 F. - 2 Ingersoll -Rat! NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0829.04) 1. Manufacturer's parts and sections drawings. 2. Drawing No "TRF-S07", titled "Flush Outswing Doors ", sheets 1 though 11 of 11, prepared by the manufacturer, dated 05.27 -07 and last revised on 04/14/10, signed and sealed by Thomas Gordon, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, Loading per TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per PA 202 -94 Along with manufacturer's parts and section drawings of double flush outswing steel doors, marked by National Certified Testing Lab, Test Reports No NCTL -210- 3580 -2, dated March 25, 2009, signed and sealed by Gerry Ferrara, P. E. 2. Test report on (transferred from file # 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 w-itlullanufacturers parts ancLsection drawings of sin rle Flush outswing steel doors, marked by Certified Testing Lab, Test Reports No(s). CTLA -776W dated February 20, 2002, CTLA-776W1 dated April 25, 2002, CTLA - 776W -2, 3 dated April 20, 2002, CTLA- 1035W -2 dated Feb. 11, 2003, CTLA- 1086 -W dated Nov 17, 2003, CTLA — 1107W -3 dated Aug. 05, 2003, all signed and sealed by Ramesh Patel, P E. .3. Additional test reports 1) Uniform Static Air Pressure lest, Loading per FBC.' TAS 202 -94. 2) Water Resistance Test per FBC TAS 202 -94 Along with marked -up drawings and installation diagram of double steel commercial doors, prepared by National Certified Testing Laboratories Inc., Test Report No. NCTL - 210-03- 0514 -11, dated August 31, 2004 , NCTL 210- 03- 3511 -1 dated 04/09/08 and NCTL 210- 03- 3549 -1 dated 08/26/08, all signed and sealed by Gerry Ferrara, P. E. 4. Reference test report No.CTLA -1107W for strap anchor qualification. C. CALCULATIONS: (transferred from file # 07- 0829,04) 1. Statement of compliance & anchor verification evaluation report, dated 04 -23 -2007 and last revised on 07/14/2008, prepared, signed & sealed by Thomas Gordon., P E 2. Evaluation report for Hinges dated 09/01/04, prepared, signed & sealed by Thomas D. QUALITY ASS1117ANCF RV. 1. Miami -Dade County Building Code Compliance Office (BCCO). E -1 e7t,LA \ . L-Le■ - Ishnq 1 Cluaula, P.E. Product Control Examiner NOA No 10-0209.07 Expiration Date: May O5, 2015 Approval Dote: May 12, 2010 MORTISE LOCKSET WITH CYLINDRICAL LOCKSET CYLINDRICAL LOCKSET CYUNDRICAL LOCKSET DEADDOLT FUNCTION 112' THROW LATCH 155 "THROW LATCH 714" THROW LATCH SURFACE VERTICAL CONCEALED VERTICAL ROD EXIT DEVICE ROD EXIT DEVICE R E V I S I ❑ NI S LTR SESCRIPTION DATE APPROVED .- MAX UNIT WIDTHTYP,SF - -0 O �(�. 1440 r A APPROVAL_ DWG YMF 05/20/07 B REVISED DV1 RAP 10/11/07 ,=AI I ' I _ _ o _ _ 1 I� �i I i 0 z 41 �I C REVISED] DVL RAP 12/10/07 o w A v g D REVISED INC YMF 01/04/08 E REVISED DVC YMF 03/31/08 F REVISED; DVC YMF 06/02/08 �--7 c I 4s = o _ °a -- . j • 1 s`:Qi g f o 1 i o=TT a Irl 4 J -9M" MAX DOOR OPEN I C {a 4 4J -99 "MAX DOOR OM l : P. n'¢ o o a 4' 'r G REVISEDj DVG YHF 01/20/10 r��.�, � r��l � ` !I I i 11 REVISED DVL YMF 04/07/10 f 1MX ^ t�ocrzio�A CYLINDRICAL RIM �j:E.?p* DEADLOCK EXIT DEVICE I f VC. mr5r S_ I- 4r MAX. DOOR -' I- 48- MAIL DOOR _I OPENING WIDTH OPENING WIDTH G- 48- NAIL DOOR .4 OPENING WIDTH - e MAX. DOOR -4 - NG WIDTH .i 1- 48- MAX. DOOR ...� OPENING WIDTH �- 48- MAX. DOOR OPENING WIDTH ll 1 F FM' , , ` f O W x � otagc)LG.M3wr...n1 c4.4.14 e)4u1£w•W.,N M3GN I.CG,ne wrnc. - 4 SI I te)O4 - •-.: -.• . ISS f'>' 'L_= A' 1.t CC4C . Sa *RStt4.IV PIGA 8350 tar,twma .1 40aR.e4T o4N>m m.awt'PARA eaEmArau R0a43eM • 5¢!b[0 'L meK rep KuwmN P37:4.0304 e1L6 Gt55 041.14. ma T 4a u.uv4 .701/4•4340,3 K� mUC1c094 aPL1S0rv4 3 Q t meat TlS1Dt wE3oro, p Me4e 10145 - p Kt® .'PP.144 %ARA �.Ma _ e ws» og Iw. L . 9 u1lc 10t{c 6 m1Se.YRa etif0A0a. ttalEC® mGYt wall/. 4il1M1Y. CO a I3 C1 S e g ±75 Sa LOPES Cm VOA t�i5 SSE T4hE4 14544.4 at*TMl23 *43.44.1 555 USTna. O5 PR.1 t6 SCE VMS, cm lull 365 )QTMU4 01154.3 175 IC[04t43 010.tf ±75 10 1-40.14 OLIO." 270 t 0 50 3301 35!14.3:1• Cu•5.) ova. .. 570 SIA741E3 ±70 u[1Ma£. No t,4 c4M.1 81' t % rli'I 4C ; l ,,,it, ,�� w. 4 NNINEv t = z W C C O 0 4iw�� g I f 'L YDS +•_+ C'R1 i u (a Tr Q r M9" MAX. DOOR pPEH • ■ �.i TT- I • ��:r':Clh('±�iiti�{ I >PENIN WIDTH OPENING WIDTH T' - Pair. '�Ly._'.. e/ P40A4,Cl1 *4 mMa0�eeR1 Elmer /219 m�SrtwaR 1043.2K,[ 1� e1.04*4 WKR S.a RA ova C0 3455 G .n1A O G1 f it I ( O S .rta����, r I 4 r,��.�1.�. r I �� ±6D 10 54,44, 0.3444 ±60 YEtaa 14 14.54 + I1.55 RIr.aL, + 0 - ILT4oitl 4 INIOOWTIY`Mt6iEe Elw♦da BuNIotCd3 ,,, 1 + �, �Ir � \ l ��' 111 1- 48' MAX_ DOOR .� 1- 48- MAX DOOR -.� r_- 4r MAIL DOOR OPENING WIDTH OPENING WIO114 OPENING WIDTH I f'� 48" MAIL DOOR ..l OPENING WIDTH Atapn “100-0 1- 45- MAX DOOR a Ecwa� r 5 OPENING WIDTH i L1 ' wlw4,lr P.A.#441 4* T*4PU 44 fl 35Mew1FGClJr WG..ne5WCN....cia 140.04 PM-shce PPP. ns . ,141.. D7 444 lA 151 Miami Ode- PrSEa GWad DltTtioO .. ..... PE OS vm avwv.lbn lava al..X. e.e..4nw R.� na+w wcleay.w ertsMTRN aSElwi -' 7 i0 .OaEm l 4<4. x±70 tl7,0 r aamnn ove11A144i 8 Off mc4eTM ttw L4N racsc anm, NYia4TGN 8 RE In 100.4 ±75 aMa14Ea 05055.1 mete.un4 15atm4rm rte " ±100 GE TSA:E• 0000.1 maaew.rot uP Rum Tq w., ±70 5R1M{E3 0135.3 racm a.alw e�e3TMrou e ±70 PLCra4a4 3P1.1 NE.a.rt1 1140mt 1 o wm m tiP41 04 PJt11LLta4 .wErScNr G ±55 aaa)Nit. 00)5.4 54i554* a 14404 MT.. 4 o.44T4 ±70 04130.!3 00104.4 170 )*4444435!. 01)441.4 ±55 Stt PME4 04440.1 100 4EYRA Inger!soli Rand Soapily Ta :volo8 ea THREE -POINT LATCHING RIM RIM MORTISE EXIT DEVICE EXIT DEVICE EXIT DEVICE EXIT DEVICE NOTES: I. INTERIOR VIEWS ARE SHOWN FOR ALL ELEVATIONS I. SEE TABLE 1 ON SHEET 1 FOR HARDWARE APPLICATIONS AND LIMITATIONS 3. SEE SHEET 3 FOR HINGE REQUIREMENTS 4. SEE SHEET 4 1 O ANCHORING TYPES AND LIMITATIONS S. SEE SHEET 5 FOR WEATHERSTRIPPING INSTALLATION DETAOS AND LIMITAT10H5 EXIT ALARM LOCK .--7 TDirD 4401± P4O.ECT101 TIRE UMW-RACE PRON. CT API ROWE FLUSH OUTSNING COORS AND HARDWARE CONFIGURATIONS IR COMMERCI lL DOOR OPENING SINGLE FLUSH DOORS. !RAW YleiF 541. 641.14 CEDI APPaDVCA SIL PLAT I' 5vG 10. I RF SD 7 FN y JPD MVP Ems' (d T S 1 A UT [1 A D 1 516 i ^, 11 4 Door Conflgum0on Maximum Doign Proems. , P50 VisaMunn Doer opening SW*. In. Locking W rdware Description commonb R =. V I S I O N S LIR DESC TIPTlON DATE APPROVED Positive NagotIvo Width !Night Wrfwsm Family M050IIS8rles Wks Models IR 6rsnd A APPROV/LL. ' DWG 11AF 05/20/07 8 REVISED DWG RAP 10/11/07 1 76 75 40 90 Molise Lock VLV9400IAD k15 104122 Schtag0 Fantaiaw van 1111.105011. 3,4' throw lama 6 C REVISED. DWG RAP 12/10/07 75 75 40 96 Mortise Lock M ANSI Falcon non 1' min. tt,row deaattag 0 REVISED ; DWG IMF Ol /OS /08 7a 7a 46 96 Molise Lock 55w ANSI nstts / SctLlpe eutckmns YAM mnmon. 14• min throw £ REVISED i 01 C YMF 03/31 /08 2 55 55 45 96 Cy6ndnc0lock AL 10025 SOl0aga t? thrmv Wen F REVISED j DWG YMF 06/02/08 3 65 e5 48 96 CYlmdntal Lock DMD•AD CYL 10425 Schage 1/7' Horsy tatcn G REVISED 8 OV'G YMF 03/03/09 ....: 4 3 75 Ta se 96 CYandncal Loot 0IN AO CYL 10.022 Sonlage 37, avow N:cS H REVISED '•; ors YN.F 04/07/10 76 75 48 96 Cylindrical look T ANSI Falcon 1a• Mors latch lb 7b se 96 CYIOnanSol Lock 5103 ANSI SCIUax 1 1s• doowl5cn 5 10 70 tit 55 Sodom, VoNW: Red Exit Omice 58799'1761 191F/499F Top, 3041.7245L4 Bottom on Doran 70 70 40 96 urbco 5 rc 7290 (F1/0.V 3766 Tap, 2130 Bottom U01151cn 70 70 48 96 SI. 800 Eon Devoe (0125 -V 3788 Top, 2130 Bottom Fat= 6 70 70 40 e6 Coare0lW Vprtntai Rod Exit 0odco 9876947 -0 335 Top, 38SA Bottom Von Dupin 70 70 48 96 �eNO Vo1aa� Rod EMI Daaaa 0.100 4188 Tea. 2130 Batman 541010105 70 70 48 96 � � VmtMal Rot Exit Daico 0 -25-C 11185 Tep, 2130 Sodom Falcon 7 70 70 45 96 OPT' � Dose° 9819957(0) 2500/4505 TgYAtiOac, 304424814 Bottom Von Wynn 6 70 TO 48 86 Rim End Owen 96109(0) 299F/499F Van Martin nwouCTRCHEwED 010001 J11e50fth um nodal 6oWise Code AsagateteNa�t �e���. � 70 70 411 95 rerun EAlt DWm 88 0 259 Ilan Doom 70 70 40 96 Rim Exit Oavice (010L-10 -R F570 Mautol 9 26(180 S�NT.a7. 751100 s�rcrc6x 48 96 Rim Ea5 05,105 3(798/SU(0) 919(694 Von Dopn0 EaplotW Cam 8�+• •iS 10l? 07 ISLa+.1 i• L II..,..1.... 10 70 70 48 66 Mortise EMI Dods 0957975(0) 575 Von Damn MUNI Dade Product Come/ 0(15110 70 70 40 96 Mortise EAU boNOe 8875(5) 575 Von Dupnn 70 70 48 98 Atomise ess 05,116 (0)1044 1279 Monarch " 70 10 48 96 Monica Exit Dinka (0125-14 1279 Falco! / '[ �I Il � 11 65 66 48 96 Sail Alan* Lock 2570 GUARD-X IM 257 Lon Dupdn 12 60 60 48 96 CO. Daa010ek 88007001800 70-055 Scmago PE Gels 379/DmoseCast aymkCH45045 Rotas a467,0 60 60 48 95 CO. Deadlock 04057500 010015031001 Falcon t3 70 60 48 96 Rim Eon OWL, (0725-8 2090,4930 Falcon TABLE 9 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 confguration 2. IS LIMITED TO *55 PSF MAXIMUM DESIGN PRESSURE Ingersoll Rand ) Security Technologies 1,4030 4110.1 PRO.30109 Hilt 11.' W( -O40E aa03uc FLUSH OUT 1R COMMER (.7760 5 WING DOORS AND HARDWARE CONFIGURATIONS 3AL DOOR OPENING SINGLE FLUSH DOORS. j SflAVN Y1*" 07.1 tee 0=137 AMMO SILT bc•1' 71.47 NTS 1 AI /TOCAD 905 N0. IRFS07 1 1 2 a }1 REV H or. ../.0%, JPD 0009 R E V I S I O N S AA YA„N, 7� ,TJ PRODUCE RENEWED complying with the Florida FYOHda M in Code �� Ae4r)Na.or No1D- D E+PUO9aa itt[eeAh uCi 1• tkr...4-1_ MO wn+-u .[c1.ux r SEE NOTE L '1��1 TR DESCRIPTION DATE APPROVED A APPRDV 1L DWGS. THE OS/20/07 0 4.914. 4 LLF-x+a m r - - - -- - - -^ I 0 IA 753 a MIN♦ ®7 ii DOOR MM1T p REINFORCEMENT B REVISE II DVGS. RAP 10/11/07 1 " P.E O76T1 B Cool F'U 1467 8[U Dyl4kA[:, Oi6oltodoa Ceara C REVISE]) DVGS. RAP 12/30/07 p 4 T I I 1 D REVISEII DVGS. YMF 01/04/00 to. [SET 1m,111 E REVISED DVGS. VHF 03/24/08 © IF Haat �'+ ``__ REVISETI 1:14105. VHF 06/02/08 G REVISEII DVGS YMF 03/03/09 .uu..w OVERAtI ouTT ••Elclrt• +eo• H REVISEII DVGS. YMF 04/07/10 E0. � p7 GA. ♦ FRANC HINGE REIFY TABLE 2. j 1 OLtaftTITY DESCRIPTION MATERIAL 522E 11311sett LJ >,n4E1: • ORCEHENT CL IF *808 412 -24 MACHINE. fC' SCREWS � t `�` t i HEAD STS SW 6 ACTH 4.166 2S3' RIR ST]. 1445. 48' tn. HI 4. STL MAX. 100' 3 I "31120 J443 SEE SHT 6 ASTM A766 S'3" S'3" MIL SR. Fmk 100' 11X:K STD, Rr'IFATarr1•rINT runNNrl .093' ML STL O 5 3 % 9144 KA% .u. it ,r • •• ar- ror,1 .167' MI 4. St_ MAX. 20' .fU i sIIiIQ>tN!5.2l jlt%:IXN�S1,s 1.71:LT•YJ� .1 aU\91:t 57' MI)1 L 1214 X 9.19' Q )r 13 CC MI/Q \. '� to In s �� ;1 4 I',I; �[Li4a1Z14:"IMY:al:1 :-." Y� II TL I.3' X 9497' NAX 8 45' % 43' BUTT HINGES { MN :I 412- 4 P.- .._ TOP 1 BTTH ATE 3• 12 4 • a 1„)4.4:x: • 1 1167• MIN. S1./J2 ALUM 'i' 1481 ,, )am O9 54 HINGE y 9 L. • )]IIcvntJLT1E1144Ei7�wir.,4, 311E ielET9ATD. x9 [ 1 1 MATERIAL [SM. 4) 4:L!11:LflI r- •A OR!' RI.AEU- 41X•KIKr WanVAar - Sr= BEET 2 TARSr 1 m MIN SI-a 4.5- X 4.5- STD. WT. (.134 OUTSYANG SINGLE FL115H DOOR IVES 5881 /3CBt (E(TERIOR MEY1) HAGER 1279 ALL OA(ENSIDNS TYPICAL, UNLESS SPE0FIED 011$RW150 STANLEY f179/4900 ZWIR %ME V 11 TVN.[ -SNDL �SRL V /91P?FR F•ASKFT Q !ALUIL 6063 T5 i S.ST%0.5' %40'NAX. , 1) ZERO 1NT'L 565 2) NATIONAL BAURD 950 100' SEE SM. 5 .n i -l' - w..) A1. 4 • 4 i 14 SHIT 4 14 1 11177111nri X' FAS -SEAL DOOR S VEEP 1"1 It 13• 11 iS MAX I{.-. 1[ :r 4041IXIS Hula I)1 1449. 47.66' 15 t END CHANNEL ASTN 4924 (14 GA - INVERTED) .69' X 1.66' X 4756' MAX, 1/4' 0 1 -3/4' TAPCON OR � 1 x'. INTERIOR FRA•f. Jp 1 1)2140. 224140. • •00 d, 700 SERIES STAN 661110 1 91ECT . 11140 T HALER 7. • 2'• X 780 -224110 L• ,;as1i BUTYL RUBBER 05 ILOOX )11[DK ' ' '. $ TWIT 6 4 N4- 19 BY ZERD WTI i DOOR SEAL 140.814475 TPE MAX. 24' 014 0 4 -3/4' ' HT STEEL CRAFY I Dam SEAL PS074 WOO SCREW MO =I MARKAR - '0 & 116305 ABN A500 • A240H0 19 BY ZERO INIT. DOat SWEEP N0539 1 TPE MAX. 96' AS REOJ EXTERIOR 2 BY 17SP DER SWEEP No-202N ® -I 6.50' MAX � ` MACHINE /141 J SINGLE NACMNE S EV W75MNG DOOR OR SELF DRILLINGS REV. SILL INSTAUA71g4 DETAA "... , NOTES ...N.. 1. ONE ROW OF PS074 WEATHERSTRIPPING PER JAMB AND MEAD. INSTALL PER SHT.5 22 BY ZERO IKT'L DOOR SWEEP No.139 0 2 SIT-ET 5 MA%, 48• 1 BY RCP OH1YSEE 21 BY ZERO (NTT_ ADJUSTABLE STOP No.475 i14 TPE MAR. or [ BT Mr AAA)STABL£ STOP No.1700 22 BY MD WTI, RA19 DRIP Na.II jSEE SHEET 5 MAX 48' I ST 145P DRIP CAP 14a16A 23 3 TOP CAP GALv. 460 ASTM A924 .900' MIN. STL 05' X 1.76' X 48' HAX. 2. ANCHOR REOU9IEMEN10. TO OAT 000a AZONT ` SEL SHEET 4 FOR APPROVED ARMORS AND INSTALLATION. 3. HINGE REWIRE/LENTS 4.5' STD WT. MIN. `SA FOR DOOR OPENING UP TO 90' HIGH - MIN (3) HINGES FOR 0004 °REAMtM OVER 90' - 96' NIGH - MIN (4) NN0E5 51D LOCATIONS; 9.75' FROM RABBET IN HEAD TO Q OF TOP HINGE 10.38' FROM FLOOR TO CL OF BOTTOM HINGE. EQUALLY SPACED IN BETWEEN. HINGE LOCATIONS MAY VARY. MAX 5PACJNG 00 NOT EXCEED 35.5- APPROVED CONTINUOUS HINGE M00ELS IVES 112 H0, 224HD, 600, 700, MARKAR FM -300, 1444305. STANLEY 661140, HAL'fFi 780- 224Hp, 790 -900, SILECT A11H0. AB11 4500 & Az4oHD �, 1:5:1 4. SEE SHEET 2 & 3 FOR AVAILABLE STANDARD OPENING SIZES AND SPECIFICATIONS 5. HARDWARE INSTALLATION AS PER MANUFACTURER'S INSTRUCTIONS. "/ \'I. �� COQ 6. t' FACE HEAD IS AYAD.ABLE FOR FRAMES. I``� 7. APPLY CAUU( AS NEEDED_ & WEATHERSTRIPPING, SEE SHEET 5. ,1' -YMEN WATER INFLIR4T10N 15 NOT HELM INSTALL WEATHERSTRIPPING PER SM1.5. TO SUIT DOOR HEIGN\ / L 1.66• ACHO RAILLS I Inge soil Rand SI:("01tt)• TBchn0I0g105 '/���} �Y -- - 11090 *404.0 P12.801ON RTLE MIAb4 -OADE PRODUCT APPROVAL , H- SERIES MUSH SINGLE DOORS (OUTSWING) IR HARDWARE. �' p • DATE -ONE ROW OF PS074 WEATHERSTRIPPING PER JAMB AND HEAD. -WHEN WATER INFILTRATION IS REQUIRED - INSTALL PER SHR.5. 9. 5EE SHEET 10 FOR SECTION A -A. SEE SHEET 11 701) SECTIONS 11-8. 10. ELECTRICAL INSTALLATION 15 UNDER SEPARATE APPROVAL AND MUST 97 RE'AEWED 81 CORRESPONDING AUTHORITY. 11. OPTDNAL POWER TRANSFER$ MONITORING SWITCHES. SUPPLEMENTAL MAGNETIC LOCKS MAY BE USED AS ALLOWED 8Y WOE AND IT DOES NOT EFFECT THE MECHANICAL PROPERTIES OF MT DEVICE AND /OR INHIBIT EGRESS. 12. 31045 18 THROUGH 22 REQUIRED ONLY IF WA1SR INFILTRATION 45 Na0ED. 3.5' MN. APPpfirm ME RMt. FLAT RR NITS � AJTELAD IvG 11 IRFS07 I Iz- 3 a, 11 RN H T)G APrVL dPD cnw 2 REVISIONS ri einraaataxeacti011 CI ISI PRODOCTRENEwEn EA) INTO GROUT FLIED FRAME von STUD ANCHOR um523,12_thattlE AND BLOCK WALE 10' A••■••40)1og.ifbabs Florida Beitatx Ode S. DESCRIPTION DATE APPROVED I Iif A G A■ DDDDiWVWla •• RAP 'RmOO•Ya xE. 010000251601///901E0001420/94/000 " .1 111.1...A0 u " 11 11 M NNE ' X r 6C i ramil ' Arar.....22Noms I N2e L M 1 f . M • Mel a ' 211.0 G2. C I I 22. OE. 1 02 2. 1 I -. G 8 1P 1rIC C.s2o.a,,rd DI DVG 8 1377 .-• I r O4P' Ex = • - M 1 11111 .RI i • l k t • . G 9 D DvG TH 0 2. Mu Alp. . A . me ..L Yu. 11 . +. Au- C.C. -1- I 1 c".ny°F. "1°4°4 Ot IAIL V-\ t*DZ=BM2=SEETTIPI u42. Es 1 11111.../ 4•112 2422 1 OranC2 01 42.252422.22 4.0102 1 II 21'..F.. '7, SMTIIIN AA-AA ,.... ..S0E. t C..„02 41040.1 .. ..- CC-= Il RITOT ID SM. MUM aN-NuAnav 0E70 'Of irirtglitiVI:5::::131 4.. eV Le ::: MI ,M1Figi '.%11114011 044004-11.' RCM' Mr970_ 11fAUAneN yr 1.1 •=1:111 1=6,- FRAle • BE 04501617 • 01/T MID 1-019117R 12 X -3/4- "1- 5 112 SOS 00. (2) MA 414001 f- 1 4 • I ,. . .- --, . . . I „::-:7.7;.....-.,..f.:-.-. • •!.•:::-.,-1-•,-,..- .I; 4.1 ■ 4: ••••,•3., (4) TOM P171 ANC4107 , . 4 o 3 1 . 3 CC a 'r 0 , .... • .• • ; -• 11 !revalfol* 121=42.22 , 1.0 ......._,..- --,._Use4 304E 1/4 I1k5. MASONRY BLOCK WALLS lie UAL • LAIVIVtdr/Irt■Mos 'WOOD ,dtO , STUD WALLS I. sir 011.455 423 UNIVERSAL OR WELD ANI-HOR_EEMA,) •STUL STUD WALLS. SEE NOTE I. 4 01111t1 11111 . 4 110 1.--272. 'Z. ,....... ....... K-E NOTE Itik 14 Ilk. itlitit.., , • MI . Mil liti All (Al EXPANDt1) HUNTSMAN ---„_. 22R2 AN0102 03116- (1 (1 (1 L5T POLYSTYRENE FOAM M CHalICAL CORP GRADES 54 AND 86 BY DENSITY: 1.0 LBS/FT3 9110=x05:1200 5ECT151 55-1:15 P LY1S• YANURATE H200 (C) STEEL ST MENU (POL RETHANE) HAT SHAPED CTIONS ELF IAM. ..x , 2 LBS/5T3 22 GA. MIN. ta1011 BASC NRE 6. r x ase WIRE MASONRY ANCHOR sasoar le DA silo. Fr 0/4,36 7-0210202 22 (aa421 11S ViCYJD STUD OR 0-0X-IN pi Frs-mx MASONRY -.. / I Ll'• 1•01.4.76 15 UNIVERSAL rater 191405 KV X 5 Ta....,_.„..,...--Th 17,1 N Logspsesoeamojej ... INTO comaeit WALL ORd:MU SIM. VIM ANCHOR ANCHOR ANCHOR WELD-IN OR LO. -IN WEIO-IN OR LOCK-IN -IN) DETAIL 0 HAT "0.PER STIFFMRS •••••••••• - •••••••••••■••- SEC 4 -M SECTIEN rr-rr.... : • 1 ■ • ........... : : - : • • • • • • • .. • * 04 • • ::: • ::•::••:.:•: • • • ' ... • • • • • ••• • • • 44:1:14 : :• •::•":4:••":4:1•:40'•::44::•4:::••`: .. ...• '4%41414 3.: 4: • • • • : %•:•: :41 ••• ...... . .. .... ' • ' • • WITH LAG BOLT INTO WOOD STUD 1,AX WALL * •• 6' 00 10 r• INDD Cr LUCE SCETS ARO 4 • 4* E004-11151 ---- : -- .1.7. 7.:. :::: _ - ••• • ,• ._•:•1,.••k,., •.• _ • .4ame 2l• Ct. YAK ., ID 111 12.2" =lux 1 4■0 1 1 7 - NZ 2090, v: 3 ill-a -. 11 125' °CAM IiIll I 1, - 11 r 54 O. „,4_,.....1_„... i , ..• mutt • RD 4.:;: :41:4.:::4:: BD EE : ■ : - 22 1 • • •• • • • - . • • • ,. ••• .. .,. • 21101 7 A1 X 0 0 0 zr OM I • •,-.. , ..... .' 08 Og R Ew ic t C X A,10 4'At I 1 N . • IX x 1-/4 " 0 ISOM 614 X 1-3/4" -4 ma .- L- 650 MAX -- ---_ -- -- - - - - ----- I Tr 0.C. 7- • 1 TrP I 12.5' 100. TIP. 11Il I wood soit'w AS REOL7RED DETAIL ITT • . I 12.5• 0C401. SILL INSTALLAI1ON SINGLE OUTSWING DOC1R ii:::;::;" wax RUM TO ...'". CD HOC x 'O`tA -0,4j4 ' SU IRSTALATRIN •••• 0E1AL 1)( a .4 ki ,.r.,0••••.......,r tap. ...N. MAs•••4314 (E) TOJ RE RISE CORE (2) EXPANDED poLysTyRDiE 1.11N• 1AL :: ER BOARD KRAFT PAPER. 3 GRADES 54/86 DENSITY:1.0 LB/FT DENSI rt 17 1.5 LP-S/FT OR POLYISOCYANURATE H200 BY E1F0AU. DENUTY.2 LBSIFT3 tillIVAIVAP•G• Mr./2162W0621 FINIPIL---4... 11:VINCE FIFIC111 Ar UM RAZDE Ing.rsoll Rand Ir 0 akr 1 .1161■35601054. 60115 i,()52� OR (" STRUCTURAL MEW:CM Ir WOCO • Se Technologies L., wo /AK 9 -E'Ef. Jrity /5 2 5 W# 1500 pal MK 40-775- 010 r 00071ENT MD 2:222-511.0 WS SE °mom) 70 CARRY =NOME 02 LK OWEDU041 90, SPACE/ AT LEAST 312 Dirt KO ASSEMBLES RA70 075 pv. CRUM MED 404-17. RAW 101..r. 1/........ MOO SR/0 WALLS 01) 416D/17. TOR A 1-"' RATED 0100 PO% 10401 IHIRS ,40.1 PIELJECIIT0 1152 ■11426-DALK - .. - -. Al MAWR YMF °D DiTE C.115/fr FRAME ARCH*, DET LS & INSTALLATION DOOR CORE OPTIONS. OW OMER MAX P01197 Mt RCDKCA2411.4lRR779LI CC 00ABOLT SEE 11 NOTE1L t u2-7...7-.,----.,.... ;a:Ricz:eFac"'m'INT)Wancus CPIAT6mA/7nCirpurimm's 114,111 • 1 11 1- i il cu•-* A2524 VELD- Ifo ,,,,, 111,1 el DIA-U AND455 .f.,„ PI Irt.■ 014 1105 sir. 3.0.pm.COREyUmvATERIMAs. SW 410:7102.9 0007 CUTOUTS AND ROWORCEMPITS. AcPP:(1,,,ED 512E TLA1 46 MI IRES07 10215 -12* N LO0C-IN 5FOR SU. 651221* 1101 AND 06210RI125 SEE 99 1 WELD-IN &TRUE DLL =1101 4N020*512 12 P2110123 & 4. JPD ,..•.,., NTS I •UTICAD r-cl 4 r'r 11 2 TABLE3. TABLE4 PERIMETER SEAL HARDWARE WHEN WATER INFILTRATION REQUIREMENT DOES APPLY PERIME 1 tN SEAL HARDWARE WHEN WATER INFILTRATION REQUIREMENT DOES NOT APPLY ITEM NUMBER SHT 3. DESCRIPTION TABLE 2 ALLOWABLE DESIGN PRESSURE, PSF. UP TO' MODEL Na/ MANUFACTURER PART DETAIL INSTALL PER DETAIL ITEM NUMBER SHT 3. DESCRIPTION TABLE 2 MODEL No. MANUFACTURER 11 THRESHOLD .75 SEEIZERO INTL •T1' 'PT 950NGP 77 11 THRESHOLD 566 BY ZEROIN7'L 55 BY NATIONAL GUARD PART DETAIL 71' INSTALL FER DETAIL TZ •• 14 FASSEAL SWEEP - 475 SIttLCRAFT 'Pi• 6'F7 15 OR 13 SELF ADHESIVE DOOR SEAL 475 8144FIZERQ INTL 19 DOOR SW5P *75 PS074ISTEELCRAFTI 539IZEROINTL 1 W1• •M• 6 •N• 14 FASSEAL DOOR SWEEP STEELCRAFT 5' 13 PS-074 SELF ADHESIVE WEATHERSTRIPPING STEELCRAFT 202NRIGP w2 20 000RSWEEP .75 136IZERD INTL x -P1• 21 ADJUSTABLE STOP 475 475/MRO INTL 71• 1TOWNGP 22 RAIN DRIP CAP 475 IIIZEROIN I. 71' PT• 16AFNGP 77 'P2' 23 DOOR TOP CAP 475 STEELCRAFT r 579 WHEN WATER INFILTRATION REQUIREMENT I5 NEEDED. AMY. DP ..7$ PEF DETA1111' 2E20 Mt RA3ER&S WOEIH= ■PPROHED FOR WASFR PF91017 ON 11 REOUtu_Ji, SMAR MORS nag 026 Sal nle 0- MAIL W1' MAO 2R410 1221 0002 SWEEP PRTALm IETAILV 1447732 .Z-251 osra&S 09000. lT 0£7A1 T1' J18 A1� 19 DOOR SCI. SERI to 21 17GP S70N O 1fRO /i Dp�tme. ODOR SWEEP ADWSTADIE 3T0P Z RAIN DRIP CAP 11.50 near r 1-i •R• 23 DOOR TOP CAP STEELCRAFT OPTIONAL • - SEE ELEVATION SHEET 1 FOR DESIGN PRESSURE RATINGS PART DE7AIIS 503 WHEN WATER INFILTRATION REQUIREMENT IS NEEDED • NAIL OP • •75 P5F 1A DEfAII Tr NATIONAL GUARD 034 SEN1E3 008430010 11TMSUCO0E,NNY1 On NEOPRENE DIAPER GT cW 00101. T1' 2050 m ADJ0STA15 STOP 1r PLE0I* 0 5971140010 4 cce•h—oso--H 0a.r 5LTA0. 4 93414 SF.IFADI(ESNE 13 WEJ 1112 /1 72.POO as Than.. PE. Vet. 3759 131a5AR Cart Atmart.ON 45040 Ffxi' 14671E PRODUCTRD.t'WED as nAWlnr Pi2*cavil., 1•a741r4R Cod: AwMAT42 ti0 30 -0 pEzplrtOm Dear FnSao 17 Mim) Da04 Ono& 09/59 9 NW 13 RAW 01110 RAP PERIMETER SEAL INSTALLATION DETAILS WHEN WATER INFILTRATION REQUIREMENTS APPLY 375 PSF OETA0.1tr 11000 JAM S1EEP INSTAL111ION DETAA K TOP OF 00011A 1000 WFATHERSTR1Pea0 0375' rL.OR ELEAiA1EE 7/427 -3/0' TAPCJ' 1 Of OW -3 /x' R5 DIME 'Pr 001709/ OP 0000 ERRO WEATHERSTRPPeaM RAID S0.L INSTALLATION PSF 0046111 2002 0375' ii-D35 1/421 -3, i' TNmN 07 Ron 3/0' A. *5 DETA TT I 1107101109 007A 101.0 77F050TRVAN: AIL/ SILL 11102/LATION CLEARANCE ME 132 1 9/09 6x14}1 10791 121 TAIL S FAS-SEAL ODOR WARP ov J eDT -142 E I 15.1.1.E2 ME s91F- nt0J.0 00511 DET R 24 CA TOP GAP NOTES: R E V S I O N S 09953 OCR RATE 11PPNOVi0 APPROVAL DVG 17f 55/'32/07 REVISED DLr RAP 10/13/07 R-N1SED EVE RAP 12/10/07 0 v1= 0161 TIE 01/07/07 70NW:9 DVG TYf 4/03/08 REVISED 0146 TIG 05/03/09 001/15(0 3VG Tlf 00/03/09 REV3SE3 3114 7th 04 /07/10 1. SLOT LOCA 2. DOOR Sri POLYPROP 3 DOOR SK 4. FAS-SEAL REQUIRED NS MAY VARY WITH D1F ERENT 0005 WIDTH. 7P RIC ID SECTION IS MADE OF PRO-FAX 4P0 -189 ENE H 7M0POLYMER_ EP FLEXIBLE SECTION IS MADE OF SANTOPRENE 5101 -73 iOO1 SWEEP (14). AND THRESHOLD (11) ARE R ALL INSTALLATIONS. PERIMETER S it INSTALLATION DETAILS WHEN WATER INFILTRATION REQUIREMENTS 00 NOT APPLY „s r cA0' 10).Z' JAq CETAIL'J MADE .1111 PER 1905600CR SFJi 21274.1.1-AT1DN I! MAO ARO.'A1A45 1/4-27 -3/4- 11.9,.7 OR iR4t1 -3/4" 115 AS 8307701 62 6 o' Q_. 0666615221 ; 3010 RAE= 71000 1109.9 984.297951 7R001i Out 107017 .n cN 102 ac 10.67 SW 60000012660202142.710 1 gersoll Rand Se '231-lty T etnoID37e; TITLE NIN41 -0A4 952 CT APPROVAL SINGLE FLUSH )00R PERIMETER SEAL HARDWARE. •PP20V1A 06. APP21. JPD » FLAT 004.2. NTS 1 • 21401E/ IRf S07 05 H IUTC,CAD 1 1 S ll 4 • / �e R VISIONS BON TABS. (_ TO SECURE AM'sAI:AY LTR DES.'IPTION DATE APPROVED A AP ?RO �LL p 'OAF os /2a /o7 It 1i0401 -" f� �j � f� �B REVIScD ORAP 10/11/07 ® xtdDEO ,/ C 'nEN5E0; ORAP 12/10/07 f 1 1 ���� ' 0 REV'S r 0 YMF 01/08/08 '��4a �� E REV'S .! D YMF 04/08/05 Y LVW x0.0 110 K .D0) F RENStD OY 'OAF 05/03/05 'KO 0UA• i'°.•AC NOTCHED HEAD SRS ON 7'4F' AND 8 =• SETIY= NJAM35 OF NOTCHED JAMBS G REv1S =.', 0 YMF 03 /03/09 "KNOCKED-00W ASSEMBLY �.'E7 -UP ASSEWBL1YetA® ti ASSEMBLY H REVISa.f 0 YMF 04 /07/10 ` ... 12 GA TO TI'_I .51) 70 fCM 131 HEX 5/5 TRUSS H D �''` TABLE 5- •VA!Ll9LE DOOR CORE MA c PR ENT ILL { NG srOJRATIL:JS MAXIMUW 0?ENWG 9ZE SKIN MATERIAL E - �� ,//- t • ` ` `� ` MOTH I HcECHT 03-CR. GA. /AWN TNK READ ANCHOR �� 9iiii e \ WOP Hlk7EYC•. POSTURE. () ERN8 , APE V0.4FS SEE Sei. -T 2 CRS 15/Oy3" HEAD KTDP i1JAMB NOTCHED 1 'Pop OF JAMB HEAD NOTCHED AND BOLTED SE1W1.7AM45 ' `, •AEU. c - MULTI- USE' ASSEMBLY POLYSi POLYUR.. .atc. I*1 . r S 6 y TABLE 1 STAINLESS sue• 76/.053' AND BOLTED ON TOP OF JAMBS MIA -OPTIONAL •E 6. AVAILABLE FRAME CONFIGURATIONS AVAILABLE DOOR PANEL CONFIGURATIONS T TABLE 7. S7M. MECHANICAL PROPERTIES ME 4 M9 D a•TH MAX. O?7.4KG SIZE MAT,.AL NSDTH I HaGHT D-3CR- GA.IvW. RR: MATERIAL ASTM RET YIELD K51 TENSILE K51 I -75' N. VARIES SEE SHEET2 TABLE 1 4315/HR5 G*i'V 15/.05 14!.057" - TYPICAL FRAME PROFILE a• -I CRS A1005 I.ON. 30.7 44.7 11041. 12/.099 STAINLESS' S IM. 16 /OS3� NR S A7 o11 DOUBLE RAIRET I- VA3T11 vAx. ar - I- vaam UAx GALV: A501 A924 Au -,75 .117. TARES SEE SHUT 2 TABLE 1 C715/HRS 16/.053' GALY ,t /.oar 1 4' MAX OPTIONAL FOR HEAD sECT10N ._ .. 1 Y MIN. r 0.625" MIN. SS 304.3061 A240 MW. 31.2 LON. 73.2 - _ 0 - _ 1. DOOR COXSTRU 1.1. MINIMUM DOOR M ODOR SIG MAY MTh FLORIDA 81N r MANUFACTURER (5418 2. FRAME CONSTRUC 1.1. 1ONMUY. JAMB I 22 FRAMES AYM •ALE AND MOLT -UET (MU 3. FOR MAT:3IAL T =R7 4100 . - 1 3/4- '.VARY. SJ3.£C R TO COMPLIANCE 'G •. AND PRA',`UCT AVAILABILITY TRW - • 2 FOR AVAILABLE HARDWARE) ION PIN 5 3/4', 5705 1EI0IT - 5/6. AS FU191 (F -Same 5) 5 . ) (Sr- TAME 6) •CIRCA OHS REFOTETM SEE TABLE 7. J� DOOR SIDE 1.936' 1 PATEL HEIGHT MAX. 95 5.75 VARIES' IAN. OPTIONAL FRAME PROFILE .... - ..- - SINGLE RA050T I 4' MAX too avows '? n u'erSall Rand i Sect, ty Tec) no.ogIes 81U5H EMBOSSEOPANEL OPTIONAL FOR ,----- ,----- HEAD � 2' MIN. I I T �y`t l ekit p PRODDCTI CEiR2D "00O�6e' L1. ThIth kn Cuts OeA7� A�1 K,T11 a RLTD Amax PIOF.CG1v WILE M A I -DADE • FRAME PRO MA /AL, KUCT vu 1LE. •RNER DETAILS AND DOOR FRAME )D `u OPTIONS OW. SFr Y11IF Imp D -625 MW. DOOR SIDE -IM 1 trotrilrnD:l; fell!!'; 7.9.39" VARIES MACat PE. DTs r7sn� raar Mau1,OHa9co P41a.:asTW. BE kiL.14 1• L.%AN. AWRCTEL yI DC. APRA 5L (MW j . AS. IR7=S07 41(1 H 5.75 um. AtimlDedrC.a1:cW 04)44.+ JPD %NV= NTS l ,UT•CAD l j"`I 6.. 11 4 • 4X 4425 SEX BOLTS -(DEVICE THRU BOLTED WITH / 1♦10 -24 MACHINE SCREVS (4) X /325 SEXBOLTS (MOUNTED ON OPPOSITE DOOR FACE) FAS N TOP AND BOTTOM LATCHES TO D OR (MOUNTED WITH (7) 11/4-20 S) 294!/499! TOP STRIKE STEEL MOUNTED WITH (STEEL) (3) g10 -24 SMS Fy MIH =120 KSI '�`� l 6 P£ [ca 'J,S181aAP+. txu1 ,:reaA ON ASHO iumssena PRODUCTUENCWEO to cA,+Pp1•�..e1.1LeFbeiff OU'A1` "CW` AacNsACC FM tO -Q/09-01 9 R E V I S I O N S TI asLwPTmti DATE APPROVES 1 "� • - •�• VAL DVG TNT 85/20/87 �� (OPTIONAL) Op 1 •UX. LATCH EaPNOtbsD:rc}AA1VAir DF �4k`�I+ ^V+2'^ ISED DWG RAP 10/11 AP „ Lr:_n DVS RAP i a, ISED DVG Tw t2no/D7 81 /0B /6B 268 STRIKE r �IA (STAINLESS STEEL) Mbd Dade Ra Qom/ p(1p1R8 CROSSBAR I MOUNTED WITH Z1D-24 SHS Fy =120.000 PSI LATCH BOLT v12 l DvG OF 05/73/08 NOTE: ELECTRICAL FUNCTIONS/INSTALLATION SO DVS NC 83/03/89 CENTERCASE TOP LATCH MECHANISM CASE TOP ROD CENTERCASE I �I. - -__. DEVICE CENTERCASE i - THRUBOLTED TO ��) EXTERIOR TRIM 1r PUSH9AR 11d ''i (NOT SHOWN) n �I (NOT (4) 3)0 -24 MS BOTTOM ROD I-i tSEA OVc T/• 0+/77n0 RIM EMT DEVICE VON DUPRIN 6•F USED IN DOOR CONFIGURATION 8 (SEE SHIM IS NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL % 4X 4425 SEX BOLTS THRU BOLTED WITH 4X (DEVICE / MECHANISM CASE / `1110 1 op (OPTIONAL) FAUX. 1 ;° L TOUCHBAR 15• 4425 SEX BOLTS THRU BOLTED WITH -24 MACHINE SCREWS) LATCH z99-F C499-F) STRIKE (STAINLESS STEEL) `(DEVICE MECHAN SM •SE 410 -24 MACHINE SCREWS) r�� pir (OPTIONAL) _: AUX. LATCH IIIIIr 909/954 li pn 1 STRIKE TOU � I? `� MOUNTED `. st10 -24 SMS Fy= 120,000 PSI LATCH BOLT CENTERCASE '.. !t MOUNTED WITH 410 -_4 SMS Fy 120,000 PSI LATCH BOLT CENTERCASE 299E STRIKE BOTTOM LATCH 3041/28414 BOTTOM l STRIKE (STEEL) GROUTED INTO FLOOR " AT USED IN • • V1 �•N �' �I R CON GURATION 9 (SEE 510!.11 RIM EXIT DEVICE VON DUPRIN 95189(F) USED IN DOOR CONFIGURATION 815EE SHT.11 SURFACE VERTICAL ROD Exrr DEVICE VON OUFRIN 9819927 IF) USED IN DOOR CONFIGURATION 5 (SEE SI(T.11 299F/499F TOP STRIKE (7DE1) MOUNTED KITH (3) Lt'10 -2 Fy MIN. =12) MECHANISM C n (4) X 1+325 SEXBOLTS (MOUNTED ON OPPOSITE ODOR FACE) FASTEN TOP AND BOTTOM LATCHES TO DOOR (MOUNTED VATH (7) 11/4 -20 MS) 'SMS K51 ��"".• .:.. TOP LATCH 7 TO- ROD CENTERCASE X. LATCH ��,�,_� tr, p or A�I� 299-F (499-F) MECHANISN CASE TOUCHBAR -1 CENTERCASE IlOg � "�/ rl ill AUX. LATCH 1570 Y7 STRIKE tj LATCH BOLT —y` TOP ROD ( MECHANISM CASE 1 r 1188 TOP STRIKE `MOUNTED WITH (2) 10-24 MS TOP LATCH CENTERCASE RIM EXIT DEVICE MONARCH(F)GL -+6R USED IN DOOR CONFIGURATION 6 (SEE SHT.11 `ININIES— TOUCHBAR c. TOP ROD MECHANISM CASE 3788 TOP STRIKE �'- MOUNTED WITH (2) #10 -24 SMS Fy M1N. =120 KSi TOP LATCH CENTERCASE i.--em--1 1 ca: BOTTOM ROD ,GUIDE BOTTOM BOLT GUIDE 2130 BOTTOM STRIKE GROUTED INTO FLOOR PUSH B 1 9 ;OM (: EO -TOM E (STEEL) TO FLOOR 111. 11 '. Y,`MOUNTED WITH III 4 0-24 DIr � 4188 A(11!(A � N(iifi1_I 'MIKE 299F STRIKE 80TIOM BO 304L/248 SIR GROUTED I ROD -� LATCH ®3 124.0OT P51 LATCH BOLT TOUCHBAR -. N . LED VERTICAL ROO EXIT USED IN 0009 CONFIGURA OEVICE MONARCH 5 -18C TION 6 15E SHT. 11 THREE -PO USED 114 T EXIT DEVICE VON DUPRIN 85':951(7 009 CONFIGURATION 7 (SE SIIT.1) as Exit HARDWARE o110 14: FOR 9:1996 XP9649 SERIES - FUNCTIONS R9.1.X. SS. EL C.X. F TRIMS: ALL APPLICABLE TRIMS AVAILABLE. FOR EBF SERIES - FUNCTION E TRIMS' ALL APPLICABLE TRIMS AVAILABLE. PN MODEL OFFERED. FOR 2570 GUARD -x ALL APPLICABLE TRIMS AVAILABLE FOR 15-1. IBC 6 18.V SERIES - FUNCTIONS .EA. HK51L0E.ELR.F•OMLM•AEIKSM TRIMS ALL APPLICABLE TRIMS AVAILABLE NOTE ELECTRIC19L.ECTRONC FUNCTION 15 NOT PART OF THIS APPROVAL AND MUST BE REVVBO BY AUTHORITY HAVING JURISDICTION EVI ZOO RANA Ingersoll S - Rand )R11y Technok Caei BOTTOM ROO es al l _ 1RIRD AML P18LECTPII TITLE 1.44AZADEP IR EXIT HARDAIARE DOUG+ 000/AL i OPTIONS FOR FLUSH SINGLE ODORS MAW YlifF MTE mrtA,a, tram 3788 STRIKE !- BOTTOM LATCH APPROVED •s.2 OTC FLIT IN+T+ No. TRFS07 H SURFACE VEROCAL ROD EMT DEVICE MONARCH (r1 &V USED IN 0009 CONFIGURATION 5 (SEE SHT.1) 2130 BOTTOM STRIKE GROUTED INTO FLOOR DIG AFPVL JPD 17W< 15,7147 NT S 1 1 ■UTOCAD 1 r", 7.411 HOUSING C a v E D 4% 11425 SEX BELTS (DEVICE THRU BOLTED VITH 1110 -24 MACHINE SERE VS) IGCt(AMSM CASE <OPTIONAL) (i s`/ j, - LATCH BOLT 575 STRIKE (STAINLESS STEED 112-24 SS FY /RID •IE0 KSI LATCH v'a� • Kam( a�a ' ; "�I� `) �yt,� �� � �P r 267 STAKE ►13. ' 11 m ma ( •R/c Q �l�• ., 3Bv EM @q��NCY M "ILL^ ON`\' S • MKS '� • �Q `11■ ���DDPDD_. `7 R E V I S I O N S PRODUCT mN11AD with tt777GtTd! DOAJO;CMI Atapt<aa t0 0 EsplraUeo Di• �05,2D(5 LTR DESCRIPTION DATE APPROVED ! A PPPSiVAL. DWG YK DS/20/07 j B 'fVISID OVG RAP 10(57/07 Isl4 1 LI.....A. j C '.EVISED DVS RAP 12/10/07 Di MLmll2Ad<Pmdocl Castrd D VISFD iNG YNG 12/10107 11.0 SID VG YK 04/00 /D9 I +��T PUSHBAR" �ItL' CENTER CASE COVER nI - 11' _ .a» SID DVG TN' 06/¢1•00 ; G ABED ME TN' 03/03/09 �. H ISEJ DVG TK 04/07/10 575 ST)U1� CENTE72tn5E NOTES I f_LECPARTO1 T15$ wNSONSLAUFTION IS NOT PART OF THIS APPROVAL AND 7080651110045061161)11102116 OFFICIAL 2. EXIT HARDWARE OPTIONS' FOR 93995 XP6 6195ERIE5- FUNCTIONS E. RX. :. 5S,- CX.F TRIMS ALL APPLICl.BLE 61015 AVNIABLE. j FCR 88-F SERIES - FUI CTION E TRIMS. ALL APPLICABLE TRIMS AVAILABLE, PN M « 'TEL Or RED FOR 267D GUARD -X 4' I' 1 �� 1 }T� LU MORTISE EXIT DEVICE VON OUPRIH 98/39751F) USED IN DOOR CONFIGURATION 10 (SEE SHT.1) 143USING COVER ;' 4X 0425 SEX KOLT SDEVICE TniU KILTED ,� VETM 110-24 MACHINE / SCRE'VSO]PTI@WJ _ �� �'� 'AUX. LA �� CROSSBAR .0n LCENTERCASE ATCN BOLT 575 (STAINLESS STRIKE STEED 07 -1144 'S 575 STRIKE I>S ... yascMUyO F#•a .... •t ors MEND Can 045711 EXIT ALARM LOCK • N CUPRIN 2670 GUARDOX USED IN DOOR CONFI ORATION 11 (SEE 5H7.1) 330 MECHANISM CASE— I11111111 ( PUSHBAR /10-24 MS (2) G TOP S7RIK Il 1 TOP ROD k: iS js �G _ - 't'' IBS. mI� ItII �( TOP. LATCH CEJJ7ERCASE DEVICE CENTERCASE THRUHOLTED TO EXTERIOR TRIM NOT SHORN PATH ) (4) (10 -24 MS tiO�OM ROD 1T(16'S. ALL APPLICABL£TROIG AVAILA LE. FOR I8R, 18L 6 16-V SERIES - EUP fl0NS W,.EA, }0VEA • EELR.F.OM,U .AE.1 (,SM TRIADS: ALL APPLE OLE TRIMS AVAILABLE. I FOR (F)25.8. F.25 C 5 (F)25V 588105 - FUNCTION .'AE. DI . IJA, LK. KOR. E0. EL EA FSA (SE.1625/. WRNS ALL APPLICABLE TRIMS AVNLABLE. TOP ROD c MECHANISM CASE ( �L. TOUCHBARtm �� E 4 T SORT °U pUNli11 1 MTH 2) (10-24 S TOP L 7CH CEN RCA E BOTTOM ROD `�ITDT`OM 8DL 2130 = TRW STRIKE R. 1 V-INTO R IOR I !m TOP ROD "11�.�� MECHANISM. CASE �— w TOUCHBAR -r1Or Ars<R�Nt 1 a,ete s,.Ci • c7NS -in.* L.77,-.H CEH1Cac AC i MORTISE CUT DEVICE VON CUFRIN 6875(F) USED IN DOOR CONFIGURATION 10 (SEE 5HT.11 I6WSUL COvp1 NLSCENh7SM CASE TU77ERCASC �_ OBICH-I� 1 �1 O ••I• • t_ LATER ALT 1279 STRIKE 45TnDCfSS STcEU ry 11124 SS Fr120 K9 1279 Si2JKE ,x { — -�{) \- 000 Il U BOTTOM LATCH —2!9— 338 STRIKE 385A BOTTOM STRIKE (57Ec1) J GROUTED INTO FLOOR -, r 1 KINN1 1 1I�1♦I 11-1 s 9C'TOV FOO 3788 STRIKE 021TCu LAMA �_ 2,3)OOT10N 5 1009 R� 1188 TRLKE jl •�. 11::77 MORTISE IXR DEVICE FALCON (F)254A (15E0 IN 0006 CONFIGURATION 10 (SEE 5HT.1) CONCEALED VERTICAL ROO EXIT DEVICE VON OIJPRIN 95/9947.F USED IN 0006 CONFIGURATION 6 (505 5547.11 JOUSIIG CASE CEHILKISC 'f TIAKNOAR COVLLl -, O • LATCH ELLT 1279 STR050 (STARLESS STEEL) (Z? 11]2-211 SS Fr120 K9 1279 STRIKE .64 SN0Az: TRIOOAR w� _.- 4 X 4425 SEX BOLTS (CREVICE THRU BOLTED VITH 1O-24 MACHINE SCREVS� AOV O STAKE wFl sTaiai ` 0 167u15SS6111EU NODDED /S:IH d A E16.74 ESNS (V'' -t 0 G•mn•1)O•• ?+y O CENTERCASt CONCEALED VERTICAL ROO EXIT DEVICE FAL •• IF- - USED IN DOOR CONFIGURATION 6 (SEE 5 ,11 SURFACE VERTICAL ROD 02(7081(00 FALCON (925 -v USED RE 0008 CONFIGURATION 5 ISEE SHIT) � -"" = I gersoll Rand 5 - riy TerJlnohg,es �J TM" M6iL �� TITLE MAMi.+)ADS ?ROD ;.° ?ROYAL IR ,KIT AROWARE OPTIONS FOR FLUSH SIN 'LE COORS. �� YMF' MI X025 JPD w:/a, ill TLAT L nrc ED_ IRFS07 EV MOR1155 EXIT DEVICE MONARCH (F)1644 USED IN 000R CONFIGURATION 10 (SEE SHT.1) RIM EXIT OEVI FALCON (F12 - = ....,._ USED IN DOOR CONNO TON 1S (SEES . I;cALr. y T S #U I II CA D I IRE" co. 11 • • • '�I /i4,. rJ ��t 1.' la -32 us f12 -z4 MS /. Fr mIn�120.000 P51 -4°./ (�4) re REVISIONS LIR °E, CRIPT104 DATE APPROVED ! 41 f 4‘.. 6 I t i '\t. A APPR / VAL DWG YMF 05/20/07 pzaa us T1 ,M. -120000 PA ��t t/. ( 0 RENS:D DV; RAP 10/11/07 Gomm t PE. Dm. ea�a,nB, OH 4swco FTpt100046718 C REVS D DWG RAP 12/10/07 ..11P. t� 1 �t � , 1 D RENS:D DWG YMF 01/08/08 r ■ it/ .� I � C✓ - REVS'D OMG YMF 04 /DB /OB F RENS'D 1YC YMF 06/03/08 MORTISE LOCKSET WITH DEADBOLT FUNCTION SCH(AGE 14V 0400 SERIES USED 04 DOOR CONFIGURATION 1 (SEE SHT.tj C REV : D bWG 'OAF 03/03/09 CYLNDRICAL LOCKSET WITH trr THROW LATCH SOILAGE AL- SERIES USED IN DOOR CONFIGURATION 2 (SEE SHT.1) H RE VS: D PWG YMF 04/07/10 PROOUCTRENEWED as comp4F40 WWI me Raids Molding Code Antpoa`No -0 0 .- . (�� t✓/ b/...,, ,e J• + () ` . / !� ; N TE I �CTRICAL FUNCTIONS/INSTALLATION IS VDT PART OF THIS APPROVAL AND #12 -24 MS SS F�120.000 PA �ht 1/ Ecptr,Ow Bsts 0 70tS �, 511- 't,.�L1�1A,. i 1 l .•� I 144t01o,dr ProdOq Control DhY40 "1 t��. 00-32 NS 11 T BE REVIEWED BY BUILDING OFFICIAL MORTISE LOCKSET WITH OEADBOLT FUNCTION FALCON MSERIES USED IN 0009 CONFIGURATION 1 (SEE SHT.1) 11 , 3. a C 14.00 SERIES LOCK t. (�iJ f 7—MECHANISM /" px -14 95 \ f tnY..t2g0o0 P9 ,+� ( ►\ r , , , a {/ �/4 l�' / /, *1 (' CYLINDRICAL LOCKSET SCII AGE MD-SERIES USED IN DOOR CONFIGURATIONS 3 &4 (SEE SHT.II , / I� j l '' . / 1 ! t 1 •r1�� '- -:.:..j D1� 11(11 lS�- F D2.OppPs1 'Y• -. r SS TrW22..24 PS ;00 , i� ®Ci� �`"('� . tea: ■ � d j 0 PHMS2 #12 -24 MS Fp120.o00 PS OP SS t �� ) 10 �� No ER,ESVTCRY n 2, M5 �j ;LI, 18 -32 MS rr mr=120 KM � / ,('✓ �. '''1 s " :1- , 1• '= CYLINDRICAL DEADLOCK FALCON 0403/800-SERIES S SCH E BE00?03IS00 USED W DOOR CONFIGURATION 12 (SEE SINN ( / ..,. Fr nIn =120 kal -6 r...-.......:.> ': CYLINDRICAL LOCKSET FALCON TSERIc EDD IN DOOR CONRGURATIONS 4 (SEE SHT.1) . «4 ®fr Q MS ,�: 71— �• 1 p �S \ \ SOILAGE CO /A0 M5 SERIES MORTISE LOCKSET W/DEADB0.T USED IN CONFIGURATIONS: 1 (SEE St{'(. i) iCHLACE CO /AD CY S0R CYUNO6ZCAL t0045ET LSD W CONF11 JRAl10H5: 3&4 (SEE SHT.I) 1. -� •�. n2 -24 MS SS, Fr.120,000 PSi ■ �:ii\ MO RAIN= - ? Ingersoll Rand Security Technologies j Y 9 t` #12 -24 \� t� SS FY>120,000 , PSI j .: I I�� lc, 1� �j - dB -32 M5 55 1 .120,000 P51 ` �. ^� — • • 1� • ` tlaam AMU PROECRDV roumt � OAR: m/:,ryt MIS MIAMI -0A00 PR IOUCT APPROVAL IR HARDWARE , ?T10NIS FOR FLUSH SINGLE DOORS. � APPROVDI ME fUl ! AL NO. IRFS07 H CYLINDRICAL LOCKSET LOCKNETICS / SCHIAGE 5100 SERIES MORTISE LOCKSET WITH AUTOBOLT LOCKNETICS 1 SCHLAGE 5500 SERIES USED IN DOOR CONFIGURATION 1 (SEE SIIT.1) 0a" AMA. JPD mnw. USED IN DOOR CONFIGURATION 4 (SEE SHT I I �e =4.t' NTS 1 • `U I C C AD I 1 9 0 11 • y i R E V 1 S 1 0 N S Rum?. wr .mm ,ar um .m[1 LIR R DES C RIP710N DAIS APPROVED �a (� SEAMAN °soar. Istx A APPROIAL DNG WF 05/20/07 _� � 9 REVISEL DWG RAP 10/11/07 N"."..'"''`, O ,.a ^ �! � 1.73. C RE ASECI 0 NG RAP 12/10/07 0 REVISED', OdG YMF 12/10/07 12 0 I ]I1I. f 111111111111 1 1111111111111$,1. 1 7L l n j1 111i111111111111111111�11 0 o —2! a� 0 REVISED DWG YMF 04 / /09 / 0,_// 2 ( o 0 E—....—.." V MORTISE LOCKSET © F REVS �, OWG YMF OS /03/0E 0 \ E `'t7 G REVISE[j DWG YMF 03/04/09 SECTIONSA•I TAREE.P0INTEX(TDEVICE SccCTION A•7 SEE SHT.11 (SEE SHT.11 OE 14 REV(SEC DWG YMF 04/07/10 Groma .vm (a NM N°a •ti►@ 0 uAaaAAI DaDl.6 acJm (1D: 1101E7 1 /m I wrncA+ Epilog .Wm (SS AD �al ■ NM ( c -- 0 1.1s 11411 tomillimuffinuuto 0 ,.1s v i 0 ,.» ■ 111111111 1 ::. .1111I1111IIllilllIIIIIi 'D pjlrRlDR ° 1 0 © moo 0 ° op 2 a 0 111111111$ 11111111111 iii len.iii T CYLINDRICAL LOCKSET \ V \"� 0 � SECT SECTIONS /1-6 CA -13 ' 0 EXR ALARM LOCK S.A3A< , HT 11 O jSEg SHT.1 ;SEE MOM SECTION A.11 (SEE Sli .1 I. AAlaiw WANG IND. ( I J I AN CPDOG RIM. ESE 11010 ,,,___(((iii��� — _- —s u�a> —�i / All 1.1s ' ill 1.YS- ° l�1411111lliTl o 111111111 0 =Elm a _ 1! dl _]I111111111111 1111 1 11111.1 11 o ' o °` © L 11111fifl1111 lllg miming SURFACE VERTICAL ROD EXIT DEVICE mum d o-/ O MORTISE EXIT DEVICE \ (>1>i Dago ° ' SECTION A.5 (SEE SHT.11 SECTION A- 10 (SEE SHT.1( ID1E7 CYLINDRICAL OEAQLO:.K SECTION A.12 (SEE SHT.11 O TABLE I ON SHEET 2 OF 11. uAalaw v[1as w..^:1, (EC NOTE_ FOR MAXIMUM OPENING SIZE S`E MI . 9 1,n• I 1114:+1 I fllll1� 11i111111.1 /7-0 11 a° RADAtS Ingersoll Rand Security Technologies 00 ■• -o mum CONCEALED VERTICAL ROD EXIT DEVICE 1l( P DDCTIIREKEIVEO u wa1111 aLR 15a III a * nm® ANGLE FROALKON NILE a0AUl 410 PAODZAMTHJ\Y HORIZONTAL CROSS 5TCT1ON5 FOR FLUSH SINGLE 130ChRS. 1 DRAKH rl DOE a>/�almr SECTION A.6 (SEE SHT.11 Gyinlla s is o S 11Y (.(. C71. 4l,1.N.L CAMEO P.E. Ora 3r4 OH AS= R"m °.471' APPROVED sg RA 1 j DYC NO IRFS07 REY H Missal 0.djl Pkdrl C110& .. as Ai4K JPD .a,l„o '''= NTS 1 (NUT CAD 1 ]-1 10 .I 11 y 09.7ECTE ; R 1 V 1 S 1 0 N S i Luna crrpt UR 'DESC IP 1101,1 DATE APPROVED ME "" • . • r 4444. NM 1: U A LI ' L r ,,,,,,,. r 4' MAX ENE r..— A APPROV I. 0 YMF 05/20/07 nt sillP ,,. 9111111 ,, imp ME ; . ow_ REVISED DK RAP 10/11/07 tirs ,I. I I MS I • 1 SQ. ;RUE I. 5,W 7 mem 1440 7064S 69" 1.75- Mill 1 1.75. =sae o tar m i C REVISED , DK RAP 12/10/07 D REVISFD. 0 YiAE D1/08/08 E REVISED 0 Y)AF 04/08/05 C=ItC 1. III M GEE Tune , Cu 511 SNEE: 2 MR F RE4SED D YMF 06 /03 /OS 1,77.71A7, 170 11 10 7111" G 1SED D MF 03/04/0 9 R H REVISED 0 YUF 04/07/10 WA( we .'" r•co, EMMET OFCNNG 1964901 96 • MAX DOOR sus= .. GPM= 70249 64- MAX 04134 WNW, 1411590 se - CeD9= 4E5547 ar at 3610- 0 tancsee III 0 111:44rORC0444 0900464. SU 91M • 4. tem. 'De FER Sil I DCSOOLATCM 0 1.9029X I CIAM1CO. 44 Ik trt 4, DOM s Om 6 A A AV AG 0 /197.901 ov.i.O. 1 Mt RDWOMC24.7 CHAMO:t. I SM SREET • EETAII. 'Tie FOR SW. MSTALLATION ...,'.- ME MIX 7 Pt :NEE T.717011 APPACEED 1 u-ni117:00 F AL -nr OLL O.LATO4 147177.,7477E 1.7.308.5.77. lelli, 1.74 1) EX=C9 WI . h II MIAs lir -- 541 PIER • ■251 51.1. 1 145TALLATOI _ PRODUCT Rorivul m, 44=111,i9E4.49 the Mee Iteidiu9C.0.9 AcccpumtikaL133 .201,127 c.o.d. mov 4.,...221,6- 105 t.....—..-.....14.\-.A1".‘ MEISHASEArt771673■7CESEISO Otelsige 01.--= 4...--- --NM FT,451114.411161.v- EN ow migo CTIENDPIGEL.UKXSET URFA= VPATICA 4100 11751 • ; =WEALS° VE/MCA1 ROOM OM= I jij] I 111 1 12 0 RIME LOCK:4T 14 E-5 IEEE SW 71 SIEE370N 0-6 rEEE E170 71 07516 16- SEC___:1_2_1 U_Eti IICSMt_j4 .:4• OCTIOA 34T .11 4557 SW 14 6190 [Mara /413415t OE. 0 EMI= LEE TAJAL 7 PA 71194I, KR 1017110/ 1.11ACA.AAL AZAEAL A7L1 5.17.77. r um. MN r :: .it ' 7' •43 r 71. MAI ... .• . r WK. • r 4' ex. LW WPM 1 MIR REA51195:94, CHEJOIEL 1, .1. WU , -.. 1,754 DOM iii ill rel O t . e m 5400,.m4.1A.604EOt.1= 101A 4.ox 42E 4RA0 0PE 41 641 1 11 464201190 Iii —•---- AM 0 . ile. =3 • d;t4 0t4 , , a 41 ^ SOAMU m O rANPa. E EL T F 3 • ,, 4.73' IZEnt=1 411 sir --i- ill I 1.7; CMOS 1 0M SLZoL l a :Ma 2 o Ft O£ R I o I 11 awn W4 W0647 M, mar Z FM 5,1 4457164.0IM [11) 4 L W 1 2i XU 111 SS7M= . -CO -1 A , Z u00r p„t 7U .1I7N 7TAAAVIS M.EE TsHtIEeIWn. o-P1. C U0rrt -1 O :M• :.T V 3E G OAD Thamns.P.E 0P446e 37.3 8/55955m Cart 19995. t C 41550 40 Roi1a 44711 AVM TS .. I. 8704 UAXMJu DOOR k GMT CPDIOC SO MNIM; tfT iB2I v460025 CI LA025ra RO"-...-r• 0■44,93. 2004 I -1` 151E141, -or 4 rag MA NSA:OAT= 1St_ 95 0 toOSOE .., . •...... 0159Na HOIT 4- stE 94= 4 Orme lx• 45.4 au. t/SIVALA11.74 (Mt ,,...4., ,,.... Ac ,-,k 904041 ., s.,„,. 1111 ..'.:- 'Scr' rzRuCul...,:t2.1%..d. 9" e 4, , mihrmurv:E°":4 .67u-AFILuDN'LL.nr--' 11111 ....„_. 20,C4. Ingersoll Rand Security Technologies 02EalAtiAino.-tal.n... ; SE* DONS FOR FLUSH SINGLE DOORS. iiiifF.tD.Da::ELEvzs::rAlfslor=.n42:T1:FoaIA::::._.owtxsT1 ...e4A-r VERTICAL CROS oeCeo .11..- -"NM ...4- ._-",..ii...• -- -_:......ou Imj..4....&--27, NI OPPR'AZ SZE FLAT DAC 1711. IRFSO7 ICE H EX? OVA= CrUMIRW.A1 DEADLOCK MIA MT CenCE KORIISE SECTIO9 9.40 isEm SMO4t no -. "r. Seel.). 3.12 f59 WE 11 0,,,. , JPD i:ErtUNS 6-4 5.4 Z. 615 fSEE 54411 .......,... NTS I ,l11.11CAD 1 rors 11 11 ,.. E TIME OF PECTION FIE COPY APPROVED ; 1 'EY i _,ATE ZONING DEPT E1LDG DEPT SUBJECT TO COMPLIANCE WIT, ALL FEDERAL STATE AND COUNTY RULES , D REGULATIONS E TIME OF PECTION FIE COPY