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HomeMy WebLinkAboutNOA SINGLE OUTSWING STEEL COMMERCIAL DOOR IMPACTCODE COMPLIANCE OFFICE (BCCO) CONTROL DIVISION NbTICE OF ACCEPTANCE *(NOA NIIAW DARE COUNTY, FLORIDA METRO -DARE FLAGIM BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MiAN% FLORIDA 33130-1563 (305) 375 2901 FAX (305) 375-2908 - I1'� 'ersoll-Rand . SCANNED 20 Tobey Drive BY In�iiaaapolis, IN 46219 St. LOP COMY S OPE: NOA is being issued under the applicable rules and regulations governing the use of construction materials. �e documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted b the Board of Rules and'Appeals (BORA) to be used in Miami Dade County and other areas where allowed by Authority Having Jurisdiction (AHJ). is NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control vision (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to ve this product or material tested for quality assurance purposes. If this product or material fails to perform in o accepted manner,. the manufacturer will incur the expense of such testing and the AHJ may immediately coke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or Iterial fails to meet the requirements of the applicable building code. product is approved as described herein, and has been designed to comply with the Florida Building Code, cluding the High Velocity Hurricane Zone. CRIPTIO: IR series "ExpiDoor" Single Outswing Steel Commercial act PROVAL DOCUMENT: Drawing No "1035W-1", titled " ExpiD ", sheets 1 through 6 of 6, aced 03/11/03 last revised on 01-29-2004, prepared by the manufachur , b the '-Dade County �roduct Control Approval, stamp with the Notice of Acceptance d va1 date by the Miami -Dade unty Product Control Division. SSILE IMPACT RATING: Large Missile Imp a ist ABELING: Each unit shall.bear a perman t manufacturer's name or logo, city, state and llowing statement: "Miami Dade County pproved", unless otherwise noted herein. NEWAL of this NOA shall be considere newal application has been filed and there has been no ange in the applicable building code negativ " affecting the performance of this product. RMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the aterials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any roduct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply 'th any section of this NOA shall be cause for termination and removal of NOA. DVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by e expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall e done in its entirety. NSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors d shall be available for inspection at the job site at the request of the Building Official. s NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. i e submitted documentation was reviewed by Ishaq I. Chanda, P.E, NOA No 03-1107.03 N, 1 {. Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 Ingersoll-Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings. 2. Drawing No "1035W-1", titled " ExpiDoor Series System", sheets 1 through 6 of 6, dated 03/11/03 last revised on 01-29-2004, prepared by the manufacturer. B. TESTS 1. Test Report No. CTLAI 1035W-1, prepared by Certified Testing Laboratory, Architectural Division, d�ted April 7, 2003, signed and sealed by Ramesh Patel, P.E., for the following tests: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) No Water ResistanZe Test performed. 4) Large Missile iImpact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry (Test, per TAS 202-94 along with manufacturer's parts -and section drawings marked by Certified Testing Laboratory- C. CALCULATIONS: 1. Anchor Calculations and structural analysis, prepared by Product Technology Corporation, dated 06/02/03, signed and sealed by Rene J. oga, P. E. D. QUALITY ASSURANCE ist 1. Miami Dade Building Code Compliance ,Mc,. p. E. MATERIAL CERTIFICATIONS 1. Tensile Test report No. 3 , est , . 3 dated 23 APR 03 per ASTME-8 for steel face sheet, by. fled Testing laboratory, signed and sealed by Ramesh Patel, P.E. 2. Test Report No. NE 84, 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. 3. 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. E. STATEMENTS 1. Statement letter of conformance and no. financial interest, dated June 2, 2003, issued by Product Technology corp., signed and sealed by Rene J. Quiroga, P.E. 2. Laboratory Compliance statement issued as part of test report. ti5�^-1 1. Linde, Ishaq I Chanda, P.E. Product Control Examiner NOA No 03-1107.03 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 E-1 B6' MAX OVERATE DOOR FRAME & I MA WHERE WATER INFILTRATION WHERE WATER INFILTRATION REQUIREMENT IS NEEDED REQUIREMENT IS NOT NEED[ NOT APPROVED + 70 PSF NOT APPROVED _ 70 PSF 48' MAX 46' MAX. ASO uav FRAME WIDTH SEE SHT.5 FRAME 'MOTH SEE SHT.5 ( 36' FOR TOP I Je' FOR TOP lid B \ g I MAX BRACKET --i MAX BRACKET \� ASSEMBLY ASSEMBLY ---- -- tZ. DBL pOW Max EACH JAMB 6.760 SEE SNL6 1 OF HINGE 17 OF HINGE 2 2 7 B 7 B 120'aa Max 4 3 SEE NOTE J. 4 3 � a 11 Q� Q 11 J d20' Lc. Max E OF HINGE OF HINGE FE0. __-- .J1J I - '39.938 I 10 _gyp- © � 30.038 tY 4 6 OF HINGE 1 OF HINGE Max 4� TDP Y, BTTM 10.376 TOP L B 7Yp•-'I I"'g 12 - --- 4, FSEE SHT.5 OR BOTTOM —'1 -- -- - SEE SHT.5 I FOR BOTTOM -�{ SEE SHT.6 FOR BRACKET BRACKET THRESHOLD ASSEMBLY 2 DESCRIPTION DATE APPROVAL DWGS, 03,11.03 REVISED PER DC BCCO YMF 01/29/0. SEE SHT.5 FOR TOP BRACKET ASSEMBLY OF HINGE OF HINGE T OF HINGE 6 BTTN NOTES: 1 ONE R0W OF P5074 WEATHER I I LGAIta• . � S OUTSVING ODOR INSTALLATION ASSEMBLY SEE SHT.5 FOR BOTTOM STRPPNG PER JAMB AND HEAD. � INSTALL PER SHT. S. WITH CYLINDRICAL LOCK SCHLAGE -SERIES OUTS DOOR BRACKET 7. ANCHOR REQUIREMENTS SEE SHEET 5 FOR APPROVED ANCHORING SYSTEM FOR EXPI-DOOR UNIT. WITH 3/4' TROW LATCH WITH MORTISE LOC ASSEMBLY 3. HINGE REQUIREMENTS SCHLAGE L9400 SE MIN (J) HINGES DESCRIPTION MATERIAL SIZE WTSWITI DOOR WITH MORTISE PANIC �N� LOCA ON9100..J756" FROM FLOOR TO CL OF BOTTOM HINGE. HEAD Sf=L17011_ SEE SHT 5 ASTM A974 1p CA n5t STL MONARCH MONARCH SERIES EQUALLY SPACED IN BETWEEN. STRI E AMB SEE SHT to re ■MIN MAX OR (INTERIOR VIEW) 4. SEE SHEET 4 FOR AVAILABLE STANDARD OPENING SIZES AND SPECIFICATION: ® ' • 7i!11:1�I��l.Gl:1<T� K>•i�t•%I•7:✓E9MSliQ�Lli!d1:wam • • SE32I7i3� i�Y1i�IS:� E�i� • �, If'ICI•SL�['.It.(4T�131TdlTi7��j, ••• ;E�l�� I 1 ilFliss]fL� t7 . • 1 : a . .: a: L, •:ar- a- ��g �)i��:I��GL7:5-3�JL�3•Si • - ta1E3�a! I?a .. • ..[•73iEi4119 CL . • .. ti SR1•�C•ii�#19eiisic�,idG]:pp31.C•��i3id•��gc��;Yl�� anima a, ..: , h. . : I . R���[.�Ii�ir,I�T•�R�Rr:y�:i� 6. HARDWARE INSTALLATION AS PER MANUFACTURERS INSTRUCTIONS. 6. APPLY CAULK AS NEEDED. 7. SPECIFIC EGORESS/ESCAPE APPLICATION OF THIS DOOR, INCOMPLIANCE WID THE FBC, TO BE D INED BY BUILDING OFFICIAL ON CASE BY CASE BASIS 13. o O o A p_ Q o !V NT�Vi susmaLwum in1UV U - 9017 StwAsh Rd CImIr mtl U %. 4M42 JECTMN EXPIDOOR SERIES SYSTEM (OUTSWING) CULaa WITH IR HARDWARE SEZE FLAT DVG 1035W-1 SHEET 1 OF 6 I REV B NTS I AUTnrATI ff 0 0 0 0 HORIZONTAL _/ . �DJ `U EXTERIOR " U— \ —� SEE SHEET 5 FOR GIRT 2 8 ANCHORING OPTIONS SEC71ON A —A AND INSTALLATION MORTISE PANIC DEVICE MONARCH 18—M 9 i 36' MAX HORIZONTAL GIRT EXTERIOR SECTION A— MORTISE LOCK. SCHLAGE L9400 SERIES 36• MAX, SECTION A —A CYLINDRICAL LOCK. SCHLAGE D/ND—SERIES WITH 3/4• LATCH _J r 0.29• 0 0'� 9.19,\ / 9.19'\ ' Y y 7 GA. 7 GA. DOOR HINGE FRAME HINGE REINFORCEMENT REINFORCEMENT 1 0,28' —' 0.31' 1.75' 0.50• L� T R 0.125' INSIDE TYP. 0.75' 4.34' eJ.Ie• ® 16 GA. MORTISE LOCK/PANIC REINFORCEMENT Tc: .045 WIRE I BEND RADIUS HINGE SPACER -1 ' R E V I S I O N S DESCRIPTION I DATE APPROVAL DWGS. 03.11.03 REVISED PER DC BCCO YMF 01/29/C App�adawb�b'r{� FID" E NOiHI MI+► b MOTES: 1. SEE SHT.1 FOR ELEVATION, MATERIAL AND SIZE 2. SEE SHT.5 do 6 FOR ANCHOR REQUIREMENTS 3. SEE SHT. 5 FOR GIRT/STUD WALL CONSTRUCTION AND ANCHORING SYSTEM. 4. SEE SHT. 4 SE 5 FOR AVAILABLE SIZES, JAMB DEPTHS AND SPECIFICATIONS. 5. APPROVED HARDWARE INSTALLATION IS PER MANUFACTURER'S INSTRUCTIONS. © INGERS❑LL-RAND COMPANY ® STEELCRAFT MFG, 9017 BIu•Ach Rd Chahnall Ch1. 45242 CROSS SECTION OF EXPIDOOR SERIES UNIT IR EXIT HARDWARE 3070 SINGLE DOORS 1035W-1 SHEET 2 OF 6 g E SHT 5 FOR SEE SHT 5 FOR SEES OR SCREW INFORMATION SCREW INFORMATION SCREW INFORMATION GIRT rl 61 GIRT GIRT' 11 DOOR • PANEL 1 t HEIGHT#Ej 1 e 83.125" EXTERIOR MAX. ® SIDE EXTERIOR SIDE EXTERIOR • • • SIDE rF SE SHT.6 �6� SEE SHT.6 1;4=�SESHT.6 SEE SHT.6 SHT.6 SEE SHT.6 FOR THRESHOLD i FO HRESHOLD FOR THRESHOLD INSTALLATION TION INSTALLATION AND ANCHORS �A' CHORS AND ANCHORS SECTION R-R CYLINDRICAL • LOCKSET SCHLAGE D/ND-SERIES SECTION B-8 MORTISE LOCKSET SCHLAGE L9400 SER HOUSING COVER LATCH BOLT 1279 STRIKE (STAINLESS STEEL) 4 MECHANISM CASE v CENTERCASE (2) #12-24 SS Fyr120 KSI TOUCHSAR 1- 4 7+/6" Q MONARCH 18-M MORTISE 1 1/4" 1279 STRIKE 012 Fy mir !� SECTION 13-8 MORTISE PANIC DEVICE MONARCH 18-M 3/THROW LATCH j12 MACHINE SCRWS y n�120,000 SI 06-32 MS® O 03.11.03 MO3LTR DESCRIPTIONAPPROVAL DWGS. B REVISED PER DC BCCO YMF w rd61�vvlo s 200 mraQJS By 1 c61am1"wk NOTES: 1. SEE SHT.1 FOR ELEVATION, MATERIAL AND SIZE 2. SEE SHT.5 & 6 FOR ANCHOR REQUIREMENTS 3. SEE SHT. 5 FOR GIRT/STUD WALL CONSTRUCTION AND ANCHORING SYSTEM 4. SEE SHT. 4 & 5 FOR AVAILABLE SIZES, JAMB DEPTHS AND SPECIFICATIONS 5. APPROVED HARDWARE INSTALLATION IS PER MANUFACTURER'S INSTRUCTIONS 6. WALL CONSTRUCTION STRUCTURAL MEMBERS MUST BE DESIGNED TO COMPLY WITH APPROVED DESIGN PRESSURE RATING © INGERS❑LL-RAND COMPANY ® STEELCRAFT MFG. W7 19.,Aeh Rd Cminnu0 Ohio 45242 CROSS SECTION OF EXPIDOOR SERIES UNIT IR COMMERCIAL LOCK HARDWARE 3070 SINGLE DOORS W-1 SHEET 3 OF 6 18 AVAILABLE DOOR CONFIGURATIONS TABLE 1. (SEE NOTE 1.)- DOOR SERIES RE MATERIAL FCOPER SHT.7 MAXIMUM OPENING SIZE SKIN MATERIAL WIDTH HEIGHT DESCR. GA. MIN. THK L POLYSTYRENE 3-0" 7-0" CRS 18/.044 16/.053" GALV 14/.067" AVAILABLE FRAME CONFIGURATIONS Fy MIN. = 43,700 PSI TABLE 2. (SEE NOTE 2.) FRAME SERIES JAMB DEPTH MAXIMUM OPENING SIZE MATERIAL WIDTH HEIGHT DESCR, GA MIN. THK PU 5.75" 3'0" 7.0" CRS/HRS 16/.053" MIN. GALV 14/.067" .not, new A HONEYCOMB KRAFT PAPER. 1.2" CELL SIZE y] i 6.0 " MAX. POLYSTYRENE EXPANDED POLYSTYRENE FOAM GRADES 54 AND 86 (HUNTSMAN CHEMICAL CO.) DENSITY: 1.0 LB/CUFT TABLE 3. CRS ASTM A1008 HRS ASTM A1011 GALV: A60 ASTM A924 R E V I S 1 0 N S DESCRIPTION DATE — APPROVAL DWG 03.11:03 REVISED PER OC 8CCO YMF I'l f— 'N NOTES: 1. DOOR CONSTRUCTION 1.1. MINIMUM DOOR THICKNESS — 1 3/4" 1.2. ALL DOORS ARE FLUSH — NO LITES OR LOUVERS "o, joAVAILABLE 2. FRAME CONSTRUCTION 2.1. MINIMUM JAMB DEPTH — 5 3/4", STOP HEIGHT — 5/8" 3. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 3. 4. CORE MATERIAL SHOWN WITHOUT HARDWARE REINFORCEMENTS BEND RADIUS © INGERSOLL-RAND COMPANY ADVrwN Ir ® STEELCRAFT MFG. find! *men --Is- 9017 SWAM Rd. ClndnnaU Ohl. 45242 mama TURD AN PRaECTION TITLE DADE COUNTY ORA DATE DOOR AND FRAME NF 5/01/02 CONFIGURATIONS J�44e4 CHECKED AND MATERIAL SPECS. EXPIp00R UNIT APFWO-VED SRE FU DWG NO. REV ENO.APPVL 1035W-1 g SCAte NTS I AUTOCAD SHT 4 OF 6 SEE HEAD NOTCHED AND BOLTED TO JAMBS 0.625" 5.75" MIN. 2" MAX. STRIKE JAMB TOP GIRT TOP BRACKET 12" MAX. L_ - 20" O.C. - MAX. INTERMEDIATE BRACKET INTERMEDIATE 20" O.C. . . GIRT MAX. BOTTOM SEW A 20" O.C. BRACKET MAX. 12" MAX. #12-24 X .750 (9) SCREWS #12-24 X 1.25" VIEW (3)ORC(3)W1/4T TA CON TOP OF JAMB INTO CONCRETE HEAD -f {-- 0.625" T 2" MAX. VARY 00 I I 0.667225" 5.781 VARY I 5.75" MIN. 1'94 FALL TRIPPIN • DETAI (ALL DIMENSIONS TYPICAL EXCEPT WHEN SPECIFIED) 2.. 3) SCREWS750' 8.00" - - LT 0.75" - y 130' E 2.50" 16 GA 12-24 X .750 GIRT PROFILE 9) SCREWS #12X3/4" 00.38" DOUBLE 8 HOLES �- ROW 2.5° 12 GA STEEL ' /r INTERMEDIATE 12-24 X .750 BRACKET _ 8) SCREWS / 6.50" 86" y 2.5"- 5.75" >\ 4.38" 8,00" 38 /y STEEL S1.50" STo . TOP AND , o' BOTTOM 4.00" FL00 LEVEL BRACKET \�` 2.000 !� #12X3/4" MAX.6 GA AX. C-CHANNEL EXTERIOR HINGE JAMB ATTACHED TO JAMBS 7.875" 1.15" 1 0 N S DESCRIPTION RELEASE TO SHOP REVISED PER DC BCCO YMF Hi INGERSOLL-RAND COMPANY STEEL@RAFT MhL EXPIDOOR SERIES UNIT ASSEMBLY, CORNER DETAILS AND WEATHERSTRIPPING ATTACHMENT 1 SHEET 5 OF 6 1 B 3.91 SEE NOTE 1 ----f--13,9--}-13,9 —{-- 3,91 OF PART a SLDTf RIGID SECTION 35,625 SEE NOTE 2. — — — MAX. r----f- 0.75 — — — — FLEXIBLE 125 SECTION SEE NOTE 3. FAS—SEAL DOOR SWEEP (4) 1/4 X 1 3/4" 36,00' PHFH TAPCONS _\ OR 1/4-20 SMS r -- 0.665' TYP, RO.094' <TYP) 4,00' (TYF) { --4. 9.25' TYP, FULL JAMB DEPTH-, THRESHOLD 5,78' 0,9' �— f------1,84' -I DMIL A THRESHOLD PROFILE FLEXIBLE SEMI —RIGID PS-074 SELF—ADHESIVE 1, WEATHERSTRIPPING 0,13 TI 1,83' �4. /L5,718' 1.90' CENTERLINES FOR 'TSK_A.,80" HOLES V I S I❑ N S A I APPROVAL DWG 02/26/03 �.B I REVISED PER DC BCCCI YMF 01/29/04 NOTES: 1. SLOT LOCATIONS MAY VARY WITH DIFFERENT DOOR WIDTH. I--1,47' 2. DOOR SWEEP RIGID SECTION IS MADE OF PRO —FAX #PD-199 POLYPROPYLENE HOMOPOLYMER 3. DOOR SWEEP FLEXIBLE SECTION IS MADE OF SANTOPRENE #101-73 73 DUROMETER — SHORE A SCALE nw� pus —�- 9017 Mu.A h Rd. Clmk=+J ON. 45242 TURD ANGLE PRDJELTMN , TITLE AD CDUNT DATE - DOOR ACCESSORIES wrara.ayftfto comodNF oe Borrow SWEEP waMCKED THRESHOLD AND WEATHERSTRIPPING 1035W-1 113 NTS I AUTOCAD I SHT 6 OF 7