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Home My WebLink AboutNOAM IAM I DADEV Me tn' n= IILAi1•II-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) SCANNED www.mianridade.gov/ecoaomv Ingersoll-Rand BY 6810 Hillsdale Court St. Lucie Countv Indianapolis, IN 46250 SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIIJ). This NOA shall not be valid after the expiration date stated below. The Mianni-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 ART may immediately revoke, modify, a' suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: IR / SteelCraft Series 111164" Single Flush Inswing Commercial Steel Doors w / Mortise Lock set APPROVAL DOCUMENT: Drawing No 776W-3 Rev F, titled "Steeleraft H 164" 3070 Single (Inswhrg)", sheets I through 8 of 8, prepared by the manufacturer, dated 05-01-02 and last revised on 06/03/13, signed and scaled by Thomas Gordon, P.E., bearing the Miami -Dade County Product Control Revision stannp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. See Design pressure (w/ lock shrike options) & Water infiltration limitation sheet I of the drawings. 2. Non -grouted 2" face header will require head anchors per streets 3 & 5. Grouted 4" header with in 88" max O.A. height will not require header anchors. 3. Continuous Aluminum Hinges to be nnin A16063-T6 and min thickness=0.11" LABELING: Each unit shall bear a pernnanent [abet with the manufacturer's name or logo, Cincinnati, Ohio and Series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shalt be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thejob site at the request of the Building Official. This NOA revises NOA # 11-0921.12 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. MIAMbDADE C6UNTY__k_=7i NOA No. 13-0617.31 Expiration Date: February 24, 2017 Approval Date: August 01, 2013 Page I Ingersoll-Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings (Submitted under file # 11-0921.12). 2.—Drawing No 776W-3 Rev F,—titled "Steelcraft HI"6=4" 3070 Single (Inswitrg)", sheets 1-th ough 8 of 8, prepared by the manufacturer, dated 05-01-02 and last revised on 06/03/13, signed and sealed by Thomas Gordon, P.E. Note: This revision F, consist of correcting Design Pressure typo category only. B. TESTS (Submitted under files # 11-0921.12/ #10-1206.02 /#09-0929.05) 1. Test report on 1) Air Infiltration Test, per TAS 202-94 2) Water Resistance Test per FBC TAS 202-94(Not conducted) 3) Unifomn 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 flash Inswing / Outs -wing 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. 3. Reference test reports CTLA 776W-1 and CTLA 1035 W-2 for anchor qualifications. C. CALCULATIONS: 1. Anchor verification calculation dated 09-05-11 and last revised on 01/25/12, prepared, signed & sealed by Thomas Gordon, P.E. (Submitted under file # 11-0921.12) 2. Hinge Load Evaluation report, dated 01/04/04, prepared, signed & sealed by Thomas Gordon., P.E. D. QUALITY ASSURANCE BY 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (transferred from file # 11-0921.12) 1. Tensile test report # CTLA-776 W (0194H), dated 02/25/02 prepared by CTL Architectural Division, sheet samples, tested per ASTM E8, signed & sealed by Ramesh Patel, P.E. 2. Test Report No. 3094867SAT-001, April 13, 2006, issued by Intertek for "Surface Burning Characteristics of Building material" per ASTME84 and self -Ignition per ASTM1929D for "EPS", issued to Falcon Foam, a Div. of Atlas Roofing, re -named as "ATLAS EPS'. tfltik.z 1t . �4..c.KL� Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 13-06I7.31 Expiration Date: February 24, 2017 Approval Date: August 01, 2013 E-1 Ingersoll-Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (Continue): 3. 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. 4. Test Report No.16206-122543 (1015P200(3)), dated November 29, 2004 for" Surface Burring Characteristics of Building material" per ASTME84 and self -Ignition per ASTIv119291) for "Polyisocyamrrate" issued by Omega Point Laboratories, Inc. to Elliot Company, Indianapolis, IN. F. STATEMENTS: Except item #1, other items submitted under file # 11-0921.12. 1. Letter of conformance to FBC 2010 "No financial interest" dated 06/02/13, signed and sealed by Gordon Thomas, P.E, 2. Letter of conformance to FBC 2007 & 2010 "No financial interest' dated 09/30/11, signed and sealed by Gordon Thomas, P.E. 3. Laboratory Statement of compliance, part of the above referenced test reports. 4. Addendum letter dated Jan 20, 2011, issued by Certified Testing Lab confirming testing of Alum continuous hinges w/ marked -up drawings, signed and sealed by Ramesh Patel, P.E. 5. Addendum letter dated DEC 19, 2011, issued by Certified Testing Lab verifying wire anchors, strength of grout, stud anchor, Strike plate and MA series Mortise Lock, supplemented w/ marked -up drawings, signed and sealed by Ramesh Patel, P.E. G. OTHER I . This NOA revises NOA # 11-0921.12, expiring on 02/24/17. 2. Verification Test proposal dated 12/03/09 for continuous hinges & SS strike plate, approved by BCCO. 3. Additional marked -up drawings provided as part of addendum letters by Certified Testing laboratory, Inc. 4. Photo of Stainless Steel Strike plate supplied by Ingersoll-Rand. S. Schlage & Falcon Mortise Locks brochures / catalogs supplied by Ingersoll-Rand. 6. Technical brochures of butt Hinges & continuous Hinges supplied by Ingersoll-Rand. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 13-0617.31 Expiration Date: February 24, 2017 Approval Date: August 01, 2013 E-2 40" MAX. FRAME WIDTH �— 3MAX. yy K I ry ¢S00 �=W a WO V w LL O 84.000 iv u. MA% DESIGN PRESSURE RATING (INSWING DOOR) IMPACT RATING LOCK/STRME VNERE VATFR INFILTRATION VXO7E WATER WFD.TRATDIN PLATE OPT10N REQUIREMENT 15 NFIDEe RL9UIREMFNT IS tmI NEEDED» STANDARD NDT APPROVED N20 PSP / -120 PSF MISSILE IMPACT Sfp1NLESS SfE[L A 301 OR 006 NOT APPROVED .170 PST / -170 PTT FY MM• 3L2 KSI LTR DESCRIPTION DATE APPRD APPROVAL DWG 02/25/03 p LARGE AND 8 REVISED FOR SUBMITTAL O8/3VO4 C REVISED PER DC BCCD 01/14/10 PER DCBCCO 01/07/lt D REVISED 'Watorinnitradon malstance is not mquimdwhen Door assemblies Installed In nomhabbble E REVISED PER DC BCCO 01/17/12 amps whom tho door assombly and was ore designed to accoptwatortrAft1lot F REVISED PER DC HCCO 05/16/13 4.00' MAX. wVpmtected by overhang with mfo Leng"alght equal orBmaterthan 1. SEE NOTE 6. NOTES GFNERRA NOTES. 1. ONE ROW OF PS074 WEATHERSTRIPPING PER JAMB AND HEAD. L THIS DOOR SYSTEM HAS BEEN TESTED AND INSTALL PER BHT 7 DESIGN TO MEET THE FLORIDA BUIL➢ING CODE 2. ANCHOR REQUIREMENTS, 9750 (FBC) REQUIREMENTS, INCLUDING HIGH VELOCITY SEE SHT I AND 5 FOR APPROVED ANCHOR AND INSTALLATION REGUIREMENTS. @ OF MINGE HURRICANE ZONE (HVH71. S. HINGE REQUIREMENTS MISSILE IMPACTED 3. THE DOORS ARE MATERIAL 3. DISSIMILAR MATERIAL IN CONTACT SHALL MEET MIN TI HINGES MIN 0) NI 9.75' FROM RABBET IN HEAD TO LL CF TOP HINGE �� FBC REQUIREMENTS. 1038' FROM FLOOR TO CL OF BOTTOM HINGE, EQUALLY SPACED IN BETWEEN, EQA 4. SEE SHEET 6 FOR AVAILABLE STANDARD DOOR / FRAME CONFIGURATIONS. (SEE NOTE 3.) 5. HARDWARE INSTALLATION AS PER MANUFACTURER'S INSTRUCTIONS. 6. 4' FACE HEAD IS AVAILABLE WHEN FRAME IS GROUTED WITH CONCRETE, TO MAX FRAME HEIGHT SHOWN, _' 7. APLLY CAULK AS NEEDED. 8. PRODUCT IS NOT APPROVED WHERE WATER INFILTRATION REQUIREMENT IS N ei OF HINGE .e 12 39.9375 I 9 I I EDP HINGE I TOP 4 HTTM 10275 - 2.000 TYP. �BvTERIOQ ELEVATION - WSWING D00R 1 TAPCON I SEE NOTE 7. 1NT0 CONCRET (m PLACES 2 SPA B 1L50' OR 014 X 1-3/4' MAX 3 VI PLACE I 7 3.755—.75'( MGM. 2 —� 6'SO, F'R�DU TYP. Ps ttloo uz with the floe..Ler. '.. I 6 �oi�ag a DNTEamR - INri[NG hl+t— No 6yriFa' f!nlNQ SILL INSTALLATION ( // (TYPICAU I.11�4''� IT QUANTITY DESCRIPTION MATERIAL SIZE 4 N 4'5' X 4.5' BUTT HINGES (SEE SHTZ) .134 MIN. (4) 012-24 HE PER HING 8 NOTE 3. OPTICNAL CONTINUOUS HINGE (SEE SHT.3) A67' MINSTL /11 ALUM. MAID 84, 9 1 SEE SHEET 4 35.66- X BLS' MAX. 10 1 SEE SHEET 2 V 11 1 100' ALUM. 6063 T5 5.S' X 0.5' X 3V MAX W P 4 1 A- A V X 351, M 1 AS NEEDE BUTYL RUBBER DR 100% SILICONE 17 1 1 TOP CAP GALV. A60 ASTM A924 (24 GAGE) •020 MIN. STL 0.3 X 1.76 X 36' MAX 18.1 1 ISTRIKE REINFORCEMENT FRAME ASTM AIDOR I.053' MIN. STL 131' X 8.38' ftfj Gordon Th"AV Date 3759 Blossom Court Meson, OH 45040 Florida g4671B Ingersoll Rand mwHry Taondopiro ETEELCR E �- 90V BLUE ASH CINCINNATL CH WL TITLE wsttnawT N A'vns m61t F013 Msvwo onunay. — o0¢t SMIe STEELCRAFT H16 - 4 3070 SINGLE CINSVING) WITH MORTISE LICK HIGH PRESSURE APPLICAIMONS u 776W-3 F (2) 40" MAX 3AEOGGE - 36' MAX 2.00' SEE SIT 5 FOR ANCHORING 5 11 OPTIONS AND INSTALLATION O EX ERIOR 9 CORE MATERIAL SHT. I B 4 O INTERIOR - INSWNC STUD (BY OTHERS C TO BE PROPERLY 2 0,234" EGTION A -A ED TO WITHSTAND 1 $ f LOAD Ia MORTISE LOCKSET: SCHLAGE L/LV9400 SERIES SEE STRIKE DETAIL FALCON MA -SERIES MIN THROW LATCH-3/4' BOLT-1" MN. THROW BOLT 111*1 L 3/4' MIN. LATCH THROW v SCHLAGE L V9400 SEM HEYED MORTISE KSET W/ DEADBOLT 025' i 1.23 \ 1.750.50' o`. -- q53' �/• �• R0.125' 7 GA.NSIDE DOOR HINGE FRAME HINGE TYR. r� 0.75' REINFORCEMENT REINFORCEMENT 3/a' DIAMETER WEJ-IT, POWERS LOX BOLT, POWERS POWER BOLT, RED HEAD TRUBOLT OR REDHEAD DYNABOLT 20" MIN. EMBEDMENT O 3' MIN. EDGE r DISTANCE 'sd 3' MIN. EDGE O DISTANCE MIN. 27D0 PSI CONCRETE 3 OR C-90 CMU GROUT RUED 7 W/F9 2000POT SEE HINCE DETAIL 1' MIN. THROW SOLT fJ <3/4' MIN. LATCH THROW FALCON MA-SPRDdS MORTISE L0CXM W/ DZADSOLT 045 WIRE DOOR HINGE SPACER 4.34' DATE e REVISED PER DC BCCO 03/30/oa c REVISED PER DC BCCO 01/15/10 p REVISED PER DC BCCO 01/07/11 1 REVISED PER DC BCCO 01 /17/12 ENT 1. SEE SHT.1 FOR ELEVATION, MATERIAL AND SIZE 2. SEE SHT. 5 FOR WALL CONSTRUCTION, ANCHORING SYSTEM OPTIONS AND INSTALLATION. 3. SEE SHT. 6 FOR AVAILABLE OPENING SIZES, JAMB DEPTHS AND SPECIFICATIONS 4. APPROVED HARDWARE INSTALLATION IS PER MANUFACTURER'S INSTRUCTIONS ;L�Y1 With I he FkndL p i� cTE,17'T,� ��311 Irk—" !7 Gordon ',. Date 3759Blossom Court Mos;or OH 45040 Florida # 46716 Rand ®T Hly T�.IoIogf. o WE ASH ROAD MONNA74 OR 4 NSMWO CObIERCUL S DOOR W/ N DOOR AND FRAME HARDWARE IES SINGLE DOORS PUCATIONS 776W-3 I E Or 8 "GROUT FILLED FRAME HEAD — 1 Fg 2000 Pet r_ 4 MAX. ISEE NOTE S. LOCKSIDE REINFORCING c7 CHANNEL 2 1 _ W x 31 INTERIOR • EXTERIOR 1 1 � SEE $I 2" FACE HEAD DETAIL 2(ZX) BY OTHERS, TO BE 3/8' DIA. SCREWS INTO WOOD OR CONCRETE .5" MIN EDGE DISTANCE ENGINEERED SEPARATELY SEE DETAIL SHEET 5 L'IR Q12-24 MACHINE .� BUTT HINGE scREws A 4.5" X 4.5" STD. WT. MIN. B 33 MIN. HAGER SS1279 EMBEDMENT STANLEY FBB179/1900 D E IVES 5881/3CB1 D 134" MIN. THICKNESS INT. Fy MIN. - 36ksi a a I 2" MAX. 4.5' SEE NOTE 2 ' as MIN. Y o 0 0 (201 12-24z3/4"FLAT HEAD 1.25" MIN. i� EDGE WOOD 2-1/2' EDGE EE SHT 5 FO DISTANCE INTO CONCRETE C .TF� ON 9 i MORTISE LOCKSET SCHLAGE L/LV94001SERIES FALCON MA -SERIES ` I i NET DOOR HEIGHT - 2.063" CONTINUOUS HINGE a IVES 112HD & 224HD STANLEY 661HD SELECT SL11HD PEMKO FM -SERIES w HAGER 780-224HD MA)L ALUMINUM KEV1SP� .110" MIN. THICKNESS risODUCi' will, 1, Rl, �¢D®Plying ewing Code I'L-( 8 a �'aMr•twd Ds1eS7i'{- SHT 8 1 25" MIN. a EMBEDMENT o ' WOOD OR CONCRETE SILL R SILL INSTALLATION DETAIL 84" o CONTINUOUS HINGE MAIL o HAGER 790-900 MARKAR FM-300 & HG305 STAINLESS STEEL .067" MIN. THICKNESS o nva ORII 0 o Ta (20) #10-24 (MIN.) MACHINE SCREW OR SELF ORILUNG EACH HINGE LEAF Y 'T 0 12 ga. LOCKSIDE REINFORCING 0.69" CHANNEL (OPENING WIDTH -3/8' 1.66" 14 GA. END -CHANNEL \ _ TOP & BOTTOM OF DOOR i 3.SO R E V I S 1 0 DESCRIPTION APPROVAL DWGS. REVISED PER DCSCCO REVISED PER DCBCCO REVISED PER DCBCCO REVISED PER DCBCCO Gordon Thomas Date 3759 Blossom Court Mason. OH 4.5040 Florida g 46718 TYPICAL FRAME PROFILE OPTIONAL FOR HEAD BO SECTION (SEE NOTE 6.) 2.00" MIN. 1.94�---"{� 1.56" 5.75" NOTES, DOOR SIDE NOM. 1. SEE SHT.1 FOR ELEVATION, MATERIAL AND SIZE 2. SEE SHT.1 NOTE 2. FOR ANCHOR REQUIREMENTS 3. SEE SHT. 5 FOR WALL CONSTRUCTION ANCHORING SYSTEM OPTIONS AND INSTALLATION 4. SEE SHT. 6 FOR AVAILABLE OPENING SIZES, JAMB DEPTHS AND SPECIFICATIONS 5. APPROVED HARDWARE SHOWN, INSTALLATION IS PER MANUFACTURER'S INSTRUCTIONS 6. HEAD SECTION CAN HAVE 4" FACE DIMENSION WHEN ITS GROUTED WITH CONCRETE AND WITHIN MAX UNIT HEIGHT 7. STUD WALL CONSTRUCTION STRUCTURAL MEMBERS MUST BE DESIGNED TO COMPLY WITH APPROVED DESIGN PRESSURE Ingersoll TSIIRand CROSS SECTION OF DOOR AND FRAME CTOTEEM��MEECRCIFFATLL HHLOCK H��AggRDW�NNA IRL,EEE HICHLPRESSURESAPPLICATIONS DOORS 776W-3 E i�D SHT 3 OF 8SHT 3 OF 8 e �i�i�iiA'ii Yiii i i ii i ii i i ii llllil i •Yi i i i. �" a �iii'ii0-iii-,CGFA rrrrrD�n Vol .Gil ED 0 r F o J V K Q U w � Q q V ® o Z LL o Z _ 4 LL Z 41 p x W I lllllll llllililllll illllllllllllllllill o 111 lllil liilllllllllllllllllllllllilllll o w 111 llllllllllllllllllllllltlilllll dill it w "'illlllll lllllll llliilllillilillll lllllll w W lillllll llllllllllllilllllllllllll llllil � 1tl lillllll lllllllllilililllilillllllllllll � o llllil ll llllllilllltlililililllllll lull � F illlllll llllillllilllillilllllilllllilll ¢ w illlllll ill lililllllllllllllilllllllllll w " illlllll 111 lilllllll lltllllll lllllllllll II ll llllil llliMll l l 111111111111111111111 1111111 w I I A 'MRE MASONRY dNDHDR INTO GRWT FAlEO )FAME AND BLOCK WgLL r-.�4,x DA M.RD 3 Y x Y DODIa OUR 4Aus en' M EAM WIRE MASONRY ANCHOR I � j �ZWTIMMC .0 !' .w Po a,1p' % pdp• FI uw.-Ss xa w" . s %T DCOR9 wogs h i t + ANOiOq TP. . •. o-sr�iiAAeoR ccw Tws sR¢r 2 IAMB LOCK —IN r w' o W r 4x .. 06iN+2 ' Poi MOLT FILLED I IFpp44�7 FACE HEAD OOQP*T MIN. UT REQUIRED SEE NOTE 3 e• 4Ax 1r a 4AX 1r oc 4T rtt U. 4NL Y� 1z JAMB WELD —IN I T4nI .� FBI WDDD STUD ANCHOR AWOOD STUD ANCHOR (LOCK —IN OR WELD—N) IY M11:Jp KD 10 CA WK .'-0 0 2 LL 1,pr�NMM1 �l/D WOOD S1UD WALLS ioyii vm SEE NOTE 1. wp0. FVICnN - BOLT INTO Y dO (MAT E W{TH LAC BOLT INTO W000 57U0 WALL t�trV.Vt+1 rSQ A401p =(p�AU ZOE%. M W IR'N IW, wmn II (M jUMh• II DA "BR& s' x r Caa w RIAG £ OF PCOD wmoK110R tt rM MA Wvt um 4NL TOM ,MwIt 2=SPN A NWAD Y % Y DaaR� £oFF1E11 MD ANn1aR Tr. I STEEL STUD ANCHOR 'IILIJ/J yUll/'1II M(-IN OR LOCK -IN OR r/II x Air M Py O.OpFOW.nDM1DRR 10 CAA. WNW O 3 0 STEEL STUD WALLS SEE NOTE 1. rRE)DUCT kEveJ&9 yA f' Us complying with tlie�.ia0i . Raiding Code ,eeeoptawoe No /?•' 64 l %' ✓ I dapirulDon mace C17.. 7. . "7 JAMB .�• WELD —IN aD+n RAaTus I-1 r Mw wam4wr YMF LTR I DESCRIPTION DATE MA A APPROVAL DUGS. 02/26/03 be B REVISED ER FOR SUBMITTAL 03/30/04 x C REVISED PDC BCCO 01/15/I0 D REVISED PER DC BCCO 01/07/11 ,116I0va"I ) CONCRETE I DISTANCE 03) PLACES AND &V ROW NOTES! 1. STUD WALL CONSTRUCTION STRUCTURAL MEMBERS MUST BE DESIGNED TO COMPLY WITH APPROVED DESIGN PRESSURE RATING WITH 283y/Fr BASIS 2. NUMBER OF ANCHORS FOR VARIOUS OPENING HEIGHTS IS UMITED BY MAXIMUM DISTANCE BETWEEN ANCHORS, SHOWN ON THIS SHEET. 3. HEAD SECTION CAN HAVE 4" FACE DIMENSION WHEN ITS GROUTED FULL, 2' FACE HEAD WITHOUT GROUT REQUIRES (3) EXPANSION OR LAG BOLTS IN HEAD 6' FROM EACH JAMB AND EQUALLY SPACED. 4, ELEVATIONS SHOWN FROM INTERIOR. FOR INSWING APPLICATIONS Ingersoll RandSTEE.CRAFT, searxy TaNntlopim 9017 BLUE ASH ROAD CINCINNATI. OH 45242 UN Tlya IRAnnaurr h awns sxwE FIM91 wsNwc CON4ERa STm MR W1 MDR= Lana /W ANCHOR DETAILS / MOUNTING CONDITIONS %ODD STUD WAUS 776W-3 I E SEE NOTE 1, TUTS I AUTCJCAD I I SHT 5 OF 8 AVAILABLE DOOR CONFIGURATIONS TAR[ F 1. (SEE NOTE 1.) DOOR TYPE CORE MATERIAL MAXIMUM OPENING SIZE SKIN MATERIAL WIDTH HEIGHT DESCR. I GA. MIN. THK PER SHT.7 HONEYCOMB CRS 16/.053" FLUSH POLYSTYRENE 3'0" 7'0" GALV 14/.067" POLYURETHANE STEEL STIFFENED STEEL STIFFENED 3'0" 7'0" CRS GALV 16/.053" 14/.067" ':MPERATURE MINERAL FIBER 3'0" T0" CRS 16/.053" FiISE CORE CALV 14/.067" EMBOSSED POLYSTYRENE/ 3'0" 7'0" GALV 16/.053" PANELS HONEYCOMB AVAILABLE FRAME CONFIGURATIONS TABLE 2. (SEE NOTE 2.) FRAME SERIES JAMB DEPTH MAXIMUM OPENING SIZE MATERIAL WIDTH HEIGHT DESCR. GA. MIN. THK 16/.053" F 5.75" 310" 7'0" CRS/HRS 14/'067" 12/.093" NOM. GALV MU 5.75" 3'0" 7'0" CRS/HRS 16/ 053" 14/.067" NOM. GALV u TABLE 3. STEEL MECHANICAL PROPERTIES. MATERIAL ASTM REF. DOOR FRAME YIELD KSi TENSILE KSi YIELD KSi TENSILE KSi CRS ASTM A1008 44.7 MIN. 50.2 MIN. 31.1 MIN. 41.5 MIN. HRS ASTM A1011 44.7 MIN. 50.2 MIN. 31.1 MIN. 41.5 MIN. GALV: A60 ASTM A924 44.7 MIN. 50.2 MIN. 31.1 MIN. 41.5 MIN. LTR DESCRIPTION DATE APPROVED A APPROVAL ON 02/25/03 D REVISED FOR SUSMITTAL 03/30/04 C REVISED FOR SUDMMAL OIA4110 D REVISED PER DC OCCO 01/07/11 E REVISED PER DC BCCO 01/17/12 rR®DUCT kE'VISED as comphiog with the 8toridn Bowing Code Aeeay+bam No,I o 61` - 31 r1.ltpi.athu Dme 0 2-)7 ~ 17 Gordon Thomas Data 3759 Blossom Court Mason. OH 45040 Florldo #48718 1. DOOR CONSTRUCTION 1.1. MINIMUM DOOR THICKNESS - 1 3/4" 1.2. DOORS AVAILABLE IN FLAT AND EMBOSSED SURFACE MODELS (SEE TABLEA) 1.3. ALL DOORS ARE FLUSH - NO LITES OR LOUVERS APPROVED 2. FRAME CONSTRUCTION 1.1. NOMINAL JAMB DEPTH - 5 3/4", STOP HEIGHT - 5/8" 2.2. FRAMES AVAILABLE AS FLUSH (F-SERIES) AND MULT-USE (MU -SERIES) (SEE TABLE.2) 3. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 3. ®Ingersoll Rand y�q� Ls,"ner T� s gf.. 9017 awE ASH ROAD F- ONMINAT. OR 49242 1Ccmm M ux= M= IUV 01WHG COMMM& 51610W M MOHPSE LCIXS FAYt 2 DOOR AND FRAME CONFIGURATIONS AND MATERIAL SPECS. HIGH PRESSURE APPLICATIONS SQZ IFuT IZVG M 776W-3 E NITS I AUTOCAD SHT 6 OF 8 BENT TABS TO SECURE ASSEMBLY 2 'KD' 'KNOCKED -DOWN - ASSEMBLY V NEEDED HEAD NOTCHED AND BUTTED BETWEEN JAMBS NOM2 r . I i 0.438" 1.84" MIN. 5.75" NOM.7 I VARY 4 1.56 0•438" J HINGE JAMB O MIN. VEDED HEAD SITS ON TOP OF NOTCHED JAMBS 'SUA' SET-UP AND ARC -WELDED ASSEMBLY N8 X 5/8 TRUSS 'MU' "MULTI -USE" SERIES ASSEMBLY O —E 2' MIN. NON-GROUNTED 4' MAX. -GROUT FILLED 1 0.625" HEAD " 16GA. (.0537 STEEL JAMBS WEATHERSTRIPPING DETAIL (ALL DIMENSIONS TYPICAL EXCEPT WHEN SPECIFIED) STRIKE JAMB 20 R E V I S 1 0 N S DESCRIPTION DATE APPROVED APPROVAL DWG 02/26/03 REVISED FOR SUBMITTAL 03/30/G4 REVISED PER DC BCCO 01/15/10 REVISED PER OC BOCO 01/07/11 REVISED PER DC SOCO 01/17/12 1J5" 0.50" 0.082" II I —1.aY OWPLEO ROUE FOR /�NA (1WN� -1 M SOF-DRI2 SCREW 24GATOPCAP T7 CRUDUCY REVISED >m with the FTorids AmWir g Code titepItom Mo maps x"wo D"k C .. Zk 1-7 woe— TOP k BOTTOM CHANNEL L-FULL DOOR WIDTH 14 GAGE Data II Ingersoll Rand STEELORAFT BLUE 5017 AROAD CMONNATI. OH 45242 � vnoaenm w/snnAlwr x � snot Iwal auwxo muxtawt slm. orox V uoxn2 waa YMF ,y,aAs CORNER DETAILS AND WEATHERSTRIPPING ATTACHMENT FOR FLUSH FRAME AND MU FRAMES 776W-3 E NTS I AUTOCAD BHT 7 OF 8 3.91 13.9 —f— 3.91 SEE NOTE I m--- m rcr • avrs --- — — —_-- RIGID SECTION 35.625 EE NOTE 2. MAX. 0.75 FLEXIBLE 1,25 SECTION SEE NOTE 3. FAS-SEAL DOOR SWEEP 14 BUMPER 0.13 -1 SAO Q r ZERO INT'L 566 SERIES THRESHOLD tta WITH NEOPRENE BUMPER SEAL 0.50 0.25 ri 5.00 PEMKO 2005 SERIES THRESHOLD ita WITH SILICONE, VINYL OR PILE SEAL BUMPER :.25 rI F- 5.00 NATIONAL GUARD 930 SERIES THRESHOLD 77-t WITH SILICONE, VINYL OR NEOPRENE BUMPER I LTRI DESCRIPTION I DATE I APPROVED I A APPROVAL DWG _�02/26/03� B REVISED FOR SUBMITTAL 03/30/04 rr%G]) ICrktVaSED aae®=pbdng wfth the Fforldn FLEXIBLE 0.469' de KOA:�'. b LS\'I • a � [-RIGID 40.000 1 0.016'3� 0.50' --1 PS-074 SELF-ADHESIVE Ig WEATHERSTRIPPING Gordon Thomas 3759 Blossom i Mason, OH 450• Florlda #46718 NOTES, 1. SLOT LOCATIONS MAY VARY WITH DIFFERENT DOOR WIDTH. (MAX. 36') 2, DOOR SWEEP RIGID SECTIGN 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 1 ?Ill n wYMF rVj.... �,�aim,c ®Ingersoll Rand Sewrlry TwMdopin LBL 900177ASH ROAD aNCINHATI, OH 45242 ®ww.+.. si®. mw yr imena ,ra 776W-3 E SHT 8 OF 8