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<br />_
<br />5 4 3 2 1
<br />INGERSOL RAND STEEL DOORS - SINGLE SWING DOOR
<br />I�
<br />MIAMND MIAMI-DADE COUNTY, FLORIDA
<br />am METRO-DADE FLAGLER BUILDING
<br />BUILDING CODE COMPLIANCE OFFICE (BCCD) 140 WEST FLAGLER STREET, SUITE 1603
<br />PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563
<br />(305) 375-2901 FAX (305) 375-2908
<br />NOTICE OF ACCEPTANCE (NOA) www.buildingeodeonline.com
<br />Ingersoll-Rand
<br />6810 Hillsdale Court
<br />Indianapolis, IN 46250
<br />SCOPE:
<br />This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
<br />The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
<br />by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
<br />the Authority Having Jurisdiction (AHJ).
<br />This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
<br />other than Miami Dade County) reserve the right to
<br />Division In Miami Dade County)and/or the AHJ in areas o
<br />( tY) g
<br />have this product or material tested for quality assurance purposes. If this product or material fails to perform in
<br />the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
<br />product a within their jurisdiction. BORA reserves the right
<br />revoke modify,or suspend the .use of such uc or material
<br />J �
<br />P P
<br />County Product Control Division that this product or
<br />to revoke this acceptance, if it is determined by Miami -Dade Co ty p
<br />material fails to meet the requirements of the applicable building code.
<br />m 1 with the Florida Building Code This product is approved as•described herein and has been designed to co
<br />PT PPr > gn comply g ,
<br />including the High Velocity Hurricane Zone.
<br />DESCRIPTION: IR Series L164 Single Outswing Commercial Steel Doors w/Panic Exit Devices -Impact
<br />APPROVAL DOCUMENT: Drawing No "776W", titled "L-16-4 4080 Single (outswing)", sheets 1 through 8
<br />of 8, dated 02-01-02 and last revised on 02-03-08, prepared by the manufacturer, signed and sealed by Thomas
<br />Gordon, P.E., beating the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance
<br />number and expiration date by the Miami -Dade County Product Control Division.
<br />MISSILE IMPACT RATING: Large Missile Impact Resistant
<br />LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
<br />Approved", unless otherwise noted herein.
<br />followingstatement: "Miami -Dade CountyProduct Control
<br />RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
<br />change in the applicable building code negatively affecfing the performance of this product.
<br />TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
<br />materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
<br />product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
<br />with any section of this NOA shall be cause for termination and removal of NOA.
<br />ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
<br />the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
<br />be done in its entirety.
<br />INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
<br />and shall be available for inspection at the job site at the request of the Building Official.
<br />This NOA renews NOA # 02-0712.03 and consists of this page 1 and evidence page, as well as approval
<br />document mentioned above.
<br />The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
<br />NOA No 08-0115.02
<br />MIAt174t0ADECID N1.. Expiration Date: March 20, 2013
<br />1�
<br />Approval Date: February 28, 2008
<br />Page 1
<br />I`
<br />SECTION B-B
<br />RIM PANIC DEVICE
<br />VON DUPRIN 98/99 SHOWN
<br />OPTIONS: VON DUPRIN 58
<br />SERIES
<br />MONARCH 1 - 8 R SERIES
<br />Ingersoll-Rand
<br />NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
<br />A. DRAWINGS
<br />1. Manufacturer's parts and sections drawings.
<br />2. Drawing No "776W", titled "L-16-4 4080 Single (outswing)", sheets 1 through 8 of 8, dated
<br />02-01-02 and last revised on 02-03-08, prepared by the manufacturer, signed and sealed by
<br />Thomas Gordon, P.E.
<br />B. TESTS (Photo copies from files # 02-0712.03), original test report conducted per SFBC, 201,
<br />202 and 203-94, now termed as FBC, TAS 201, 202 and 203-94.
<br />1. Test report on
<br />1) Air Infiltration Test, per TAS 202-94
<br />2) Uniform Static Air Pressure Test, Loading per TAS 202-94
<br />3) No Water Resistance Test performed.
<br />4) Large Missile Impact Test per FBC, TAS 201-94
<br />5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
<br />6) Forced Entry Test, per PA 202-94
<br />alongwith manufacturer's arts and section drawings marked b Certified Testing Lab Test
<br />0
<br />Y g , P
<br />Report No. CTLA- 76W & TLA-776Wl,prepaz ed by Certified Testing Laboratory
<br />,
<br />Architectural Division, dated February 20 00 d April 25 2002 respectively and revised b Ar n 2 2 and P Y Y
<br />P
<br />addendum 1 m otter December 17, 2002, signed and sealed by Ramesh Patel P.E.
<br />2. Additional test report No. CTLA-1035W-2 dated Februa ll 2003 er TAS 202-94
<br />reP rY P
<br />(Structural only), issued by Certified Tesing Lab, signed and sealed by Ramesh Patel, P.E.
<br />C. CALCULATIONS:
<br />1.Statement li tion re report per FBC 2004 of compliance &anchor verification evaluation p p ,
<br />dated 06-09-2006, signed &sealed by Thomas Gordon., P.E.
<br />2. Anchor calculations prepared by Product & Technology Corporation., dated 06-19-02,
<br />signed and sealed by Manuel Martinez, P. E. (Photo copies for reference only from file # 02-
<br />0712.03)
<br />D. QUALITY ASSURANCE BY;
<br />1. Miami -Dade County Building Code Compliance Office (BCCO).
<br />E. MATERIAL CERTIFICATIONS (Photo copies from files # 02-0712.03)
<br />TL - 2 prepared b CTL Architectural
<br />1. Tensile test report # C A 776W 0194H dtd 02/25/0 r
<br />P ( ). P eP Y
<br />Division, sheet samples, tested per ASTM E8, signed & sealed by Ramesh Patel, P.E.
<br />2. Test Report No. 03NK2370/R145081, January 21, 2003, issued by Underwriters laboratories
<br />Inc for "Surface Burning Characteristics of Building material" per ASTME84 OOa and self
<br />Ignition per ASTM1929D for "Elfoam H2O0", issued to Elliott Co. of lndianapolis Inc.
<br />F. STATEMENTS
<br />1. Letter of conformance & "No financial interest" dated February 04, 2008, signed and sealed
<br />by Gordon Thomas, P.E.
<br />2. Laboratory Statement of compliance, part of the test report CTLA776W & 776-W 1, signed
<br />and sealed by Ramesh Patel, P.E.
<br />F. OTHER
<br />1. This NOA renews NOA # 02-0712.03, expiring March 20, 2008.
<br />2. Test proposal 01-0131, dated August 03, 2001 approved by BCCD.
<br />3. IR Schlage D-Lock brochure / catalog supplied by manufacturer.
<br />15I4�1 � . U,,-K .,
<br />Ishaq I Chanda, P.E.
<br />Product Control Examiner
<br />NOA No 08-0115.02
<br />Expiration Date: March 20, 2013
<br />Approval Date: February 29, 2008
<br />E-1
<br />CONCRETE LINTEL
<br />LEE NOTE 6.) 2" MIN R E V I S 1 0 N S
<br />S 4" MAX, LTR DESCRIPTION DATE APPROVED
<br />EE NOTE 5. A APPROVAL OWGS. 02.01.02
<br />LOCKSIDE B REVISED PER DC BCCO YMF 1121207
<br />REINFORCING 'r CHANNEL C REV)SED PER DC BCCD YMF 01.29.D3 1
<br />1 HOUSING COVER LATCH BOLT
<br />• • ® 575 STRIKE
<br />4X 25 SEX BOLTS
<br />DEVIC THRU BOLTED 0 A , (STAINLESS STEEL)
<br />EXTERIOR WITH #10-24 MACHINE o
<br />SIDE ® SCREWS (OPTIONAL)
<br />O9 (2) 012-24 55
<br />iy-120 KSi
<br />DAUX. LATCH
<br />SEE SHEET 5. T
<br />FOR SILL INSTALLATION 1
<br />SHEET 5. CROS
<br />SBAR r7
<br />SILL INSTALLATION • 4 7/8" I I
<br />II -
<br />EXTERIOR VON DUPRIN 8875 MORTISE CENTERCASE u 575 STRIKE
<br />SIDE
<br />"I 1 1/4"
<br />PRODUCT RII NOTES:
<br />a.s complying with t
<br />SECTION B-BSEE SHT.1 FOR ELEVATION, MATERIAL AND SIZE.
<br />• Code htg 2. MORTISE PANIC DEVICE EE SHT. 5 FOR WALL CONSTRUCTION AND ANCHORING
<br />VON DUPRIN 9975 SHOWN Asceptance No-0//S'•RY EMENTS AND LOCATIONS.
<br />OPTIONS: lEgplElBdon Dttte.NIr22Fi FlS42HT. 6 FOR AVAILABLE OPENING SIZES, JAMB DEPTHS
<br />VON DUPRIN 8875 SERIES - S1�ECIFICATIONS.
<br />MONARCH 18-M SERIES 5 4. PPROVED HARDWARE INSTALLATION IS PER
<br />- FACTURER'S INSTRUCTIONS.
<br />'HEAD SECTION CAN HAVE 4" FACE DIMENSION WHEN IT'S
<br />Division GiiOUTED NTH CONCRETE.
<br />8. WALL CONSTRUCTION STRUCTURAL MEMBERS MUST COMPLY
<br />® SEE SHEET 5. WITH APPROVED DESIGN PRESSURE RATING.
<br />NET DOOR HEIGHT - 2.063"
<br />O \12 ga. LOCKSIDE
<br />REINFORCING
<br />CHANNEL
<br />® FOR SILL INSTALLATION
<br />M SECgSEC]Qy�,e-B-B
<br />1.88" 3-POINT LATCHING DEVICE
<br />VON DUPRIN 9957 SHOWN
<br />OPTION:
<br />VON DUPRIN 9857/9957 SERIES
<br />TYPICAL FRAME iiiiD RADIUS
<br />3.50" PROFILE
<br />/ LINGERS❑LL-RAND C❑MPANY.
<br />4.00" 1 STEELCRAFT MFG.
<br />,ry OPTIONAL FOR HEAD 1 �- Not] •W.AM, Md. CY, i,rall Ohio 45242
<br />SECTION (SEE NOTE 5.) TM� ANGLE PROJUM
<br />ECTION n
<br />2 00" MIN. NF "AR IR EXIT HEARDWAOF REE DOOR AND FRAME
<br />4080 SINGLE DOORS
<br />.yU01 1.94 i---I� 1.s6"
<br />7764 SHEET 3 OF 8 C
<br />DOOR SIDE MIN. APPII
<br />sc NTS AUTOCAD
<br />AVAILABLE DOOR CONFIGURATIONS
<br />TARIF 1- (SEE NOTE 1.)
<br />DOOR SERIES
<br />CORE MATERIAL
<br />MAXIMUM DOOR
<br />OPENING SIZE
<br />SKIN MATERIAL
<br />PER SHT.7
<br />WIDTH
<br />HEIGHT
<br />DESCR.
<br />GA, IN. THK
<br />L
<br />HONEYCOMB
<br />POLYSTYRENE
<br />4'0"
<br />8 0"
<br />CRS
<br />16/.053"
<br />POLYURETHANE
<br />GALV
<br />14/.067"
<br />B
<br />STEEL STIFFENED
<br />4'0'
<br />810"
<br />CRS
<br />16/.053"
<br />GALV
<br />14/.067"
<br />SL
<br />HONEYCOMB
<br />POLYSTYRENE
<br />4'0"
<br />8'0"
<br />STAINLESS
<br />16/.053"
<br />POLYURETHANE
<br />STEEL
<br />T
<br />MINERAL FIBER
<br />4'0"
<br />810.
<br />CRS
<br />16/.053"
<br />GALV
<br />14/.067"
<br />CE
<br />POLYSTYRENE/
<br />3'8"
<br />7'0'
<br />GALV
<br />16/.053"
<br />HONEYCOMB
<br />3'0"
<br />8'0"
<br />AVAILABLE FRAME CONFIGURATIONS
<br />TARI F 9 (SEE NOTE 2.)
<br />FRAME SERIES
<br />JAMB DEPTH
<br />MAXIMUM DOOR
<br />OPENING SIZE
<br />MATERIAL
<br />WIDTH
<br />I HEIGHT
<br />DESCR.
<br />GA. MIN. THK
<br />CRS/HRS
<br />16/.053"
<br />F
<br />5.75"
<br />4'0"
<br />8'0"
<br />GALV
<br />14/.067"
<br />12/.099"
<br />MIN.
<br />STAINLESS
<br />16/.053"
<br />STEEL
<br />MU
<br />MAN"
<br />4'0"
<br />8'0"
<br />CRS/HRS
<br />GALV
<br />14/-067"
<br />TABLE 3,
<br />CRS
<br />ASTM AIODS
<br />HRS
<br />ASTM A1011
<br />GALV: ASO
<br />ASTM A924
<br />STL: 304,306
<br />ASTM A240
<br />R E V I S I❑ N S
<br />LTR DESCRIPTION DATE APPROVED
<br />A APPROVAL DWG
<br />B REVISED PER DC BCCD YMF 12.12.02
<br />C REVISED PER DC BCCD YMF 0t,2S,03
<br />299-F TOP STRIKE �'N•' J
<br />MOUNTED WITHINE CREW 4x /323 SEXBOLTS (MOUNTED ON OPOSITE DOOR FACE) YYY
<br />MACHINE SCREWS
<br />Fy 120 KSi FASTENS TOP AND BOTTOMMACHINE
<br />LATCHES TO DOOR
<br />(MOUNTED M1TH 1/4-20 MACHINE SCREWS)
<br />TOP LATCH
<br />MECHANISM CASE 4. r25 SEX BOLTS
<br />TOP Rao (DEVICE THRU BOLTED WITH
<br />�1D-24 MACHINE SCREWS)
<br />(OPTIONAL) 4x #325 SEXBOLTS
<br />BSI-F STRIKE (MOUNTED ON OPOSITE DOOR FACE)
<br />STAINLESS
<br />MACHINE STEEL) FASTENS TOP AND BOTTOM
<br />" MACHINE WITH SCREWS LATCHES TO DOOR
<br />I70-24 STAINLESS (MOUNTED WITH 1/4-20 MACHINE SCREWS)
<br />Fy min - 120 KSi
<br />299-F TOP STRIKE
<br />,y. CENTERCASE MOUNTED IN /10-24
<br />KSI
<br />31 2 1/2' `►'IYWT"IJ}iErA MACHINE SCREWS
<br />BOTTOM ROD
<br />Fy MIN.-120 KSI
<br />TOP LATCH
<br />~ I I/2' MECHANISM CASETOP ROD
<br />304L BOTTOM STRIKE A CENTERCASE
<br />GROUTED INTO FLOIIOR�IR
<br />BOTTOM LATCH DEVICE CENTERCASE
<br />THRUBOLTED To
<br />TO EXTERIOR TRIM
<br />PUSHBAR W1TOHr I41 /1d
<br />VON DUPRIN 9957 3-POINT SURFACE VERTICAL ROD 312 1/2' MA(DHI SC-24
<br />Fy MIN..120 KSi
<br />PRODUCT RENEWED
<br />as complying with the Fiends - I Lim,
<br />1301dLng Cale 299-F STRIKE BOTTOM ROD
<br />ActeptanceNo 0!!�•�� 304L BOTTOM STRIKE A
<br />u/ /Z GROUTED INTO FLOOR
<br />Expiration Date
<br />BOTTOM LATCH
<br />NOTES • - VON DUPRIN 9927 SURFACE VERTICAL ROD
<br />1Ditridon
<br />1 • DOOR CONSTRUCTION
<br />1.1. MINIMUM DOOR THICKNESS - 1 3/4"
<br />1.2. DOORS AVAILABLE IN FLAT AND EMBOSSED SEND RADIUS
<br />SURFACE MODELS (SEE TABLE.1) INGB�S U-RAID COMPANY
<br />1.3. ALL DOORS ARE FLUSH - NO LITES OR LOUVERS ALLOWED PER THIS APPROVAL -� STEELCRtFrRVWa
<br />9017 MW Ax RX CW=hw a ONO 45242
<br />2. FRAME CONSTRUCTION THIRD ANCLE PROJECTRIN T1
<br />MN ➢DOR AND FRAME
<br />1,1. MINIMUM JAMB DEPTH - 5 3/4", STOP HEIGHT - 5/8" NF IA.I CONFIGURATIONS
<br />2.2. FRAMES AVAILABLE AS FLUSH (F-SERIES) AND MOLT -USE AND MATERIAL SPECS.
<br />(MU -SERIES) (SEE TABLE.2)
<br />3. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 3. APPVL 776W SHEET 6 OF 8 C
<br />S`A`a' NTS AUTDCAD
<br />"m.unvm 1 u1 OI,[ Wlm = LO,DUU i'JI
<br />I
<br />I
<br />I
<br />1
<br />I\
<br />1
<br />� 14
<br />njJ I ! �
<br />I�\
<br />t10.NIOD 9i I '
<br />M1X IS 1 ri
<br />- ia' N NTTN
<br />B
<br />oUrSVDIG MOR
<br />WITH RIN PANIC
<br />(INTERIOR VIEW
<br />DESIGN PRESSURE RATING
<br />WHERE WATER INFILTRATION
<br />REQUIREMENT is NEEDED
<br />WHERE WATER INFILTRATION
<br />REQUIREMENT IS NOI NEEDED
<br />POSITIVE
<br />NOT APPROVED
<br />+ 70 PSF
<br />NEGATIVE
<br />NOT APPROVED
<br />- 70 PSF
<br />ACO' MAX. e
<br />r
<br />s¢ MOTE B.
<br />97750
<br />- E � HNHGE
<br />e
<br />(SEE NOTE 3.)
<br />- E or xINGE
<br />I
<br />I
<br />I
<br />-1 Fc•
<br />Eormw
<br />I
<br />I
<br />E7o.• I
<br />I
<br />I
<br />-® 5. or New
<br />OR HAM 1272 HINGES
<br />imp
<br />t E
<br />L
<br />WITH 3uTSMf LATCH PM
<br />ANTERIOR VIEW)
<br />I SIZE
<br />14' MIN. STL 'a A ;.a tt[-2a Ms
<br />SEE SHEET a 1 47.66' X 93.6' MAX
<br />.100- ALUM. 6063 TB I AO' X ILSO" X 36' MAX.
<br />SECTION A -A "` SECTION A -A -
<br />�a
<br />�y
<br />i•:•
<br />,••a
<br />�-�
<br />'•ems
<br />;••yam:
<br />•
<br />'•tea
<br />'a•.
<br />as
<br />:=:
<br />•i•
<br />III
<br />(A) POLYSTYRENE (B) POLYURETHANE
<br />EXPANDED POLYSTYRENE FOAM ELFOAM H2O0
<br />DENSITY: L GRAD 54 AN 20 BS CUFT
<br />ES D 86
<br />DENSITY: 1.0 LB/CUFT
<br />SECTION A -A SECTION A -A
<br />OF HINGE
<br />OF HINGE
<br />NHE
<br />Or mm
<br />W om
<br />SEC
<br />DETAIL
<br />E
<br />OF HD•E
<br />tr HBIGE
<br />or RIM
<br />R E V I
<br />S 1 0 N S
<br />DESCRIPTION
<br />DATE
<br />APPROVED
<br />APPROVAL DWGS.
<br />0201.02
<br />''
<br />REVISED PER DC BCCD
<br />YMF
<br />12.09.02
<br />REVISED PER Be BCCD
<br />YMF
<br />0126A3
<br />I
<br />f
<br />-
<br />f
<br />OIITSVDir DOOR
<br />VITH NMTME PANIC
<br />ANTERIOR VIEW)
<br />NOTES:
<br />PRODUCT RENEWED
<br />1. TWO ROW OF PS074 WEATHERSTRIPPING PER AUKS AND HEAD.
<br />INSTALL PER SNL10
<br />as complying with the Florida
<br />a ANa m t¢Ouno aiTS:
<br />Bstding Code a N!"SM t "NgiORS
<br />4Atceptance No 6$-0/!9•O2.- FOR DOW OPENNG UP To re' Hm - MN! (3) HIRIM
<br />1- DOOM OPEN INC, rr - a'0' HIM - Nn (4) NINES
<br />1111311tradon Date /IAA 2jl3 1DCAIRM N.75• fKM RASBEr I HEAD To CL OF TOP HINGE
<br />1
<br />+�3 ` • LG a LA "-
<br />tO.3a' FROM MOR TO CL OF aOrMN NINM
<br />ENIIALLY SPACED N( KrAEDL
<br />SIM a FOR AYADA=
<br />4. SEE"OMN�
<br />Y�
<br />Miami Dade Pra3aM CORt
<br />O
<br />STANDARD 4NM a= AM WOMMATICNS.
<br />a HAOVAL 47M AS PER MANrAcToRaI'6 mynuccram
<br />eQ'.
<br />Division
<br />S. 4' FACE NEW IS AVAILABLE WHEN nWa is GROUTEDvm coNCREIL
<br />7. APPLY CAULK AS NEWED.
<br />Am WOOD!;
<br />Q INGERSOLL-RAND COMPANY
<br />'-�-
<br />STEELCRAFT MFG.
<br />7IBNN AN" PRO.RTIOI
<br />11A17 WWMLH RA CLRVWA• ONO 4311Q
<br />NF
<br />•�■
<br />WITH IR PANIC EEXITEH(ARRDWARE�)
<br />VEN
<br />lD4
<br />J 776W SHEET 1 (IF 8
<br />C
<br />-
<br />NTS AUTOCAD
<br />R E V I S 1 0 N S
<br />LTR
<br />DESCRIPTION
<br />DATE
<br />APPROVED
<br />A
<br />RELEASE TO SHOP
<br />8
<br />REVISED PER DC BCCD
<br />YMF
<br />12.09.02
<br />C
<br />REVISED PER DC BCCD
<br />YMF
<br />01.29.03
<br />PRODUCTRENEWED
<br />ss complying with the Fla,)&
<br />B"09 Code
<br />A10-1111ance Now D//5 A2
<br />4X /j425 SEX BOLTS
<br />EaP ution D)Ete AA/I / (DEVICE THRU BOLTED 'NTH
<br />G
<br />O0-24 LACHINE SCREWS
<br />r#"iG1�
<br />UX. LATCH
<br />268 STRIKE
<br />STAINLESS STEEL)
<br />MOUNTED WITH #10-24 SS
<br />STAIHINENLS
<br />0
<br />11V11 MACESSCREWS
<br />Fy=120 KSI
<br />CROSSBAR
<br />LATCH BOLT
<br />1 `'CENTERCASE
<br />C-
<br />(C) STEEL STIFFENED
<br />HAT SHAPED SECTIONS 20 GA.
<br />3 3/4"
<br />I 268 STRIKE
<br />MIN. WELDED 6" O.C. TO INSIDE
<br />OF FACE SHEETS. HAT SHAPED
<br />L1
<br />STIFFENERS TO BE WELDED TOGETHER
<br />1/4" VON DUPRIN 88-F RIM
<br />AT TOP AND BOTTOM
<br />DETAIL A
<br />NOTE:
<br />CORE MATERIAL SHOWN
<br />.840" �--1 75"
<br />WITHOUT HARDWARE REINFORCEME
<br />SPOTWELOED
<br />A A
<br />1
<br />6�6
<br />- - - - 006
<br />(D) HONEYCOMB (E) TEMPERATURE RISE CORE
<br />KRAFT PAPER. 1.2" CELL SIZE MINERAL AND FIBER BOARD
<br />DENSITY: 17 t 1.5 LBS/CUFT
<br />DOOR WIDTH
<br />STIFFENERS
<br />22 ,20
<br />3
<br />24 ,26
<br />4
<br />2 10 ,30
<br />5
<br />32',34
<br />6
<br />8 ,310 ,40
<br />7
<br />RADX ©® INGERS❑LL-RAND COMPANY
<br />STEELCRAFT MFG,
<br />9017 BWM Rd. ChG l MI* 0242
<br />ANGLE PRaECOCN n
<br />A DADE COUNTY TEST UNIT
<br />•/ CORE MATERIALS
<br />OPTIONS
<br />a T
<br />776W SHEET 4 OF 8 0
<br />~ G NTS I AUTOCAD
<br />R E V I S I O N S
<br />BENT TABS �TO SECURE ASSEMBLY LTR DESCRIPTION DATE APPROVED
<br />A RELEASE TO SHOP
<br />B REVISED PER DC BCCD YMF 12.09.02
<br />1 G C REVISED PER DC SCCO YMF 01.29.03
<br />P
<br />,L Fy.G I E is PG ` A FPG� HOUSING COVER
<br />LATCH BOLT
<br />0 575 STRIKE
<br />q (STAINLESS STEEL)
<br />WELDED WELDED 4X #425 SEX BOLTS
<br />(DEVICE THRU BOLTED WITH #12-24 SS
<br />#10-24 MACHINE SCREWS) Fy MIN=120 KSI
<br />'KO' 'SUA' (OPTIONAL) AUX. LATCH
<br />"KNOCKED -DOWN" SET-UP AND ARC -WELDED MECHANISM CASE
<br />ASSEMBLY ASSEMBLY
<br />a T-
<br />4 7/8"
<br />12 GA CLIP PUSHBAR I-
<br />WELDED TO HEAD O 1 1/4" -•� �-•
<br />575 STRIKE
<br />CENTER CASE COVER
<br />4 CENTERCASE
<br />WELDED
<br />WELDED HEAD ANCHOR"
<br />•• TOP OF JAMB
<br />VON DUPRIN 9975 MORTISE DEVICE
<br />HEAD NOTCHED HEAD SITS ON TOP TOP OF JAMB
<br />AND BUTTED BETWEEN JAMBS OF NOTCHED JAMBS
<br />HEAD NOTCHED HEAD NOTCHED PROD ICT RENEWED
<br />AND BOLTED ON TOP OF JAMBS AND BOLTED BETWEEN JAMBS
<br />as torn JYiRg with the Florist
<br />Bailin Code
<br />2" ce No O -Oy! S'o 2
<br />HEAD 2° #8 X 5/8 TRUSS w1lrsl�Batc`/Uf/t �" �
<br />MIN. 2' MIN. MIN. r HEAD SMS ��A. 3
<br />4" 1M-AX.
<br />-
<br />1.94" 0 625"
<br />5.75" 5.75"" BEND RADIUS
<br />MIN. VARY MIN. ( ING6r-P(X L-RAND COMPANY
<br />WEATHERSTRIPPING DETAIL ICAL- I - 57W�ia
<br />I 9017 BWWh Rd. Chcimwn Ohio 45242
<br />VARY (EXCEPM WHEN SPECIFIED) I 2 QED THRD ANIAE PROJEcnON TITLE DAN COUNTY
<br />0.625" 0.625" --•1 I--- 'MU' 'y'i Uj�, NF D°i'V6/0Y CORNER DETAILS
<br />AND F�STMERq�E AND MU ATTACHMENT
<br />'MULTI-USE" SERIES.,`(IO7 •v ES
<br />HINGE JAMB STRIKE JAMB ASSEMBLY
<br />776W SHEET 7 OF 8 C
<br />ENa NTS AUTOCAD
<br />52' MAX. SHIM AS NEEDED R E V I S I O N S
<br />2.00" I I 11 �.25" MAX SEE SHT.S LTR DESCRIPTION DATE APPROVED
<br />v:.'..
<br />A APPROVAL DWGS. 01.30.02
<br />.',,. +•...: ..:.: ::.:: li..:.:, r.,.:.'c::.' ':..:::: r.. ,.•.. .. B REVISED PER OC BCCO YMF 12.09.02
<br />n':. .:.... ';'•:'•:._' •. .�..Jr.}rr::°: :;:: .::::.e::::.:'.r:.a ..St:'i::.>:: ;',; C REVISED PER DC BCCD YMF Ot.29.03
<br />... ,
<br />::':.!'.:.:•:::A:::::: T.
<br />:..i�i•rir:: ••r::.:, :.y:.rri:(':r:':: LATCH BOLT
<br />...... HOUSING COVER
<br />0.234" 5 . 6 7 1279 STRIKE
<br />CONCRETE 2 SEE SHEET 5 FOR 0 (STAINLESS STEEL)
<br />BLOCK WALL SECTION A -A 9 3 ANCHORING OPTIONS
<br />FRAME TO BE GROUTED MORTISE PANIC DEVICE. VON DUPRIN 9975 SHOWN AND INSTALLATION q
<br />FOR MASONRY ANCHOR OPTIONS: VON DUPRIN 9975 AND 8875 SERIES 9 MECHANISM CASE
<br />MONARCH - 18 M SERI
<br />ES ES CENTERCASE
<br />°
<br />(2) #12-24 SS
<br />Fy=120 KSi
<br />4 .... 4
<br />'x.... 404'4i , T TOUCHBAR -i--
<br />i
<br />MONARCH 18-M MORTISE
<br />1
<br />.. 1279 STRIKE
<br />5
<br />fi
<br />FRAME TO BE GROUTED 1.23" SECTION A -A 7 8 SEE SHEET 5 FOR NOTES•
<br />FOR MASONRY ANCHOR RIM PANIC DEVICE. VON DUPRIN 98/99 SHOWN ANCHORING OPTIONS 1. SEE SHT.1 FOR ELEVATION, MATERIAL AND SIZE
<br />/ AND INSTALLATION 2. SEE SHT.1 NOTE 2. FOR ANCHOR REQUIREMENTS
<br />OPTIONS: VON DUPRIN 98/99 AND 88 SERIES y 3. SEE SHT. 5 FOR WALL CONSTRUCTION AND ANCHORING
<br />MONARCH 18-R SERIES
<br />SYSTEM.
<br />4. SEE SHT. 6 FOR AVAILABLE OPENING SIZES, JAMB DEPTHS
<br />AND SPECIFICATIONS.
<br />5. APPROVED HARDWARE INSTALLATION IS PER
<br />a.
<br />i '... ..'::ri"r?:ii d MANUFACTURER'S INSTRUCTIONS.
<br />•l:1Cl:
<br />:,:q'rl":'..
<br />FRAME TO BE GROUTED 1.23" SECTION A -A 7 8 ASEE SHEET 5 FOR
<br />NCHORING OPTIONS
<br />FOR MASONRY ANCHOR 3-POINT LATCHING DEVICE. VON DUPRIN 9957 SHOWN
<br />OPTION: VON DUPRIN 9857/9957 SERIES AND ANCHORING
<br />` LJ
<br />1.23' 0.25" I
<br />BEND RADIUS
<br />0.31" •045 WIRE
<br />0 / 80 • 1.7s" 0.5o HINGE SPACER
<br />ANGLEPI
<br />9.19" 9.19' 4.34"
<br />�'`� NF
<br />R 0.1 5' l f1 2
<br />7 GA. !i
<br />DOOR HINGE FRAME INSIDE
<br />REINFORCEMENT REINFORCEMENT 1r 0.75' t9m
<br />MARE MAc_ONRY ANC++OR © MOOD STUD ANCHOR
<br />INTO GROUT FILLED FRAME
<br />AND BLOCKW
<br />N•
<br />ALL
<br />MAX
<br />a4
<br />2.
<br />u' o.C,
<br />4' X a' DOORS MAX
<br />TIP. 'Y•F ANCHOR
<br />2e O.C.
<br />MAX
<br />REFER TD le
<br />SILL INSTALLAnOI DETAIL 1•"
<br />r
<br />n.a• D.a
<br />MAX
<br />17.5 aC.
<br />MAX
<br />O.MAX
<br />4' X a' DOORS 17:
<br />E or ANCHOR }
<br />TMP' 17.6" a0.
<br />MAX
<br />REFI•A ro T.T.M G
<br />SILL NSTAUATION DETAIL.1
<br />© STEEL STUD
<br />ANCHOR
<br />W'
<br />�-
<br />SMAX.
<br />T
<br />x ac.
<br />MAX
<br />21'�a
<br />MAX.
<br />4' X t DOOMS
<br />21' as
<br />E OF ANCHOR MAX
<br />Tw.
<br />21 D.a
<br />RffER TO MAX
<br />RHSTAILARON DETAILL-L
<br />WIRE MASONRY ANCHOR GROUT FILLED MAX, MAX
<br />WOOD STUD ANCHOR STEEL STUD ANCHOR
<br />.iii:,i,:i?i:t':;):is:'i:':i"' •.'! (LOCK -IN OR WELD -IN) WELD -IN OR LOCK -IN
<br />012 SMS
<br />... ...:.:'::'.ir. i:../1''I�''{([yJ�IQ��'���'y`,'ID}tI�AI�''�✓)I�II (2) PER ANCHOR
<br />F WN..3a K
<br />.. :.:r::•:::.:.... :.. ..:::I. FY No N41 ., O
<br />W.. ANCHOR WJ/ta'
<br />pHr BA51C MMROUiE MASONRY BLOCK WALLS O 3
<br />5.19" X 9.56'
<br />Fy WN..50 K51 SH /45)UK O
<br />WOOD STUD WALLS 4 r
<br />X 1-3/4• STEEL STUD WALLS
<br />AL SEE NOTE 1. on A1 PER SEE NOTE 1.
<br />F N - xXXJ u H _ XISTI C LA RY A C OR (DEA) F xl NOR -STIN - MAe,VRRY OR fFL•p)
<br />D INTO CONCRETE WALL OR CMU aW1TH LAG BOLT INTO W000 STUD WALL 1/4' X 1-3/4'
<br />luAX tea" TAPCON DR 3 WA a 0.00' SEE SHT.1 NOTE 7.
<br />21 as
<br />T.s:
<br />MAX
<br />n X
<br />xAX
<br />21• D.O.
<br />.(..
<br />OF ANCHOR MAX
<br />z1• o.c.
<br />MAX
<br />FIFI.NsTALLATioN
<br />oL7A1L�
<br />T
<br />+2a' aGKAX
<br />�
<br />12.5' X
<br />NL
<br />125' CAIa
<br />V X 5' DOORS,24. O�GMAX
<br />I25' aCMAX.
<br />E OF AN04OR
<br />dC.
<br />TIP. 125 x.
<br />-I"--
<br />IYPA ro
<br />LL INsrAKunw oEVrAai
<br />N14 X 1-3/4'
<br />WOOD SCREW
<br />' ATERiOn'
<br />(4) PLA CES IN
<br />e7s MN
<br />1 EXTERMI
<br />2
<br />A50'
<br />Tw.
<br />SOUL INSTALLATION
<br />grCALW)
<br />7SMWOR
<br />MAX MAX.
<br />LOCK -IN Iljll I� WELD -IN LOCK -IN �I'�{�I�
<br />U'�1yul JI lV � WELD -IN
<br />Y 3• i
<br />O '.t
<br />'. O jjI - I THIRD MILE
<br />', .. `: '•" 'i, t DRAWN DATE NF o1nK
<br />CONCRETE OR GROJ 3/0 X 5' W/2• Mk EYBEDIOIT SNM SPAfiJ � XSr R/]• MIN. ENIMT NT
<br />T FILLED
<br />CLWI NLOO( W.W. BAWL (LOCIM T) I" VAX.
<br />RED HEAD (S%VE ANCHOR) D
<br />REDHEAD
<br />SEE NOTHEAD (WEJ-IT ANCHOR) WOOD STUD
<br />WALLS '
<br />E t. I ENa APPVL
<br />PRO
<br />DUCT
<br />UCT RENEWED
<br />Bs complying with the Fie rWa
<br />Balding Code
<br />d1REptaaceNoO c// OL
<br />9>f b"On �e ,�, z-v Zo/ 3
<br />Bpi sX.- C�-•,•.ice
<br />© INGERS❑LL-RAND COMPANY'
<br />® STEELCRAFT MFG,
<br />9017 SWAM Rd. Cb,ek-U Ohb 4WA2
<br />CROSS SECTION OF DOOR AND FRAME
<br />IR EXIT HARDWARE
<br />4080 SINGLE DOORS
<br />7764 SHEET 2 OF g 0
<br />NTS AUTOCAD
<br />_ R E V I S I❑ N S
<br />DESCRIPTION DATE APPROVED
<br />revised per ➢C BCCO yr,f 1212A2 _
<br />PER
<br />REVISED P DC H _ CCO YMF 01.29. 03
<br />REVISED PER ➢C BCCO YMF 102.19.03
<br />PRODUCT RENEWED
<br />ascouplying with the Florid!
<br />wing Code
<br />ALIDE�IInee No o�-O!/ G Z
<br />lr.+�Dtttit>o Date �G7.o /3
<br />NOTES:
<br />t, WOOD OR STEEL STRUCTURAL MEMBERS
<br />OF WOOD AND STEEL -STUD WALLS
<br />MUST BE DESIGNED TO CARRY AT LEAST 320 #/%
<br />LOAD, AND SHOULD BE VERIFIED BY THE APPROPRIATE
<br />OFFICIAL.
<br />2. NUMBER OF ANCHORS FOR VARIOUS OPENING HEIGHTS
<br />IS UMITED BY MAXIMUM DISTANCE BETWEEN ANCHORS,
<br />SHOWN ON THIS SHEET.
<br />1NULKJ,ULL-HAND COMPANY
<br />STEELCRAFT MFG.
<br />9O] 2W.AI0, Rd. R,G -V Wp 45242
<br />ANCHOR DETAILS / MOUNTING CONDITIONS
<br />FLU- ,n
<br />776W SHEET 5 OF 8 ?n
<br />R E V I S I❑ N S
<br />3.91 --}- 11.25 -1 17.3 --1--- 11.25 -1- 3.91
<br />SEE NOTE 1
<br />LTR
<br />DESCRIPTION
<br />DATE
<br />APPROVED
<br />- -
<br />A
<br />RELEASE TO SHOP
<br />V PART • IADTs
<br />B
<br />REVISED PER DC BCCO YMF
<br />12,09.02
<br />RIGID SECTION
<br />C
<br />REVISED PER DC BCCD YMF
<br />01.29.03
<br />EE NOTE 2.
<br />47.625
<br />MAX. -�
<br />t-r 0.75 MECHANISM CASE
<br />- - - - - -
<br />FLEXIBLE °
<br />a�15)
<br />SECTION ON AUX. LATCH
<br />1.25 SEE NOTE 3.
<br />FAS-SEAL DOOR SWEEP
<br />TOUCHBAR STRIKE
<br />PRODUCT RENEWED CENTERCASE #10-24 SS
<br />°
<br />Its complying with the FUrMs
<br />y=120 KSi
<br />Braiding Code
<br />Aceeptance iJ 2
<br />LATCH BOLT
<br />a
<br />E;P p� /�
<br />4aCfi3L-18R RIM DEVICE
<br />0,50
<br />r
<br />0113 I
<br />I
<br />(AA , . L
<br />5,00-r
<br />ZERO INTL 566 SERIES THRESHOLD
<br />l0%fle�s 4X #425 SEX BOLTS
<br />WITH NEOPRENE BUMPER
<br />(DEVICE THRU BOLTED WITH
<br />FLEXIBLE MECHANISM CASE #10-24 MACHINE SCREWS)
<br />i
<br />3.74 (OPTIONAL)
<br />0
<br />40.00' AUX. LATCH
<br />0.25 �I 5,00 - -i _r
<br />SEMI-RIGID (P INLESSI STEEL
<br />OUNTED NTH #i -24
<br />TOUCHBAR STAINLESS
<br />PEMCO 2005 SERIES THRESHOLD
<br />}- CREWS
<br />MACHINE S
<br />NTH SIUCONE, VINYL
<br />I
<br />0.13 T 1-- 4 00 ---( Fy--120 KSi
<br />OR PILE SEAL
<br />LATCH BOLT
<br />_ VON DUPRIN 98 RIM DEVICE CENTERCASE
<br />u.50
<br />SELF-ADH SIVE
<br />0.25
<br />��-- - I
<br />I
<br />I y
<br />WEATHERSTRIPPING
<br />F- 5.00 ��
<br />NOTES:
<br />NATIONAL GUARD 950 SERIES THRESHOLD
<br />1. SWEEP MOUNTING SLOT LOCATIONS MAY VARY WITH DIFFERENT DOOR WIDTH.
<br />WITH SILICONE, VINYL
<br />2. DOOR SWEEP RIGID SECTION IS MADE OF PRO -FAX #PD-199
<br />OR NEOPRENE BUMPER
<br />POLYPROPYLENE HOMOPOLYMER
<br />3. DOOR SWEEP FLEXIBLE SECTION IS MADE OF SANTOPRENE #101-73
<br />73 DUROMETER - SHORE A SCALE
<br />am RADIUS
<br />�INGERSOLL-RAND COMPANY
<br />}_
<br />STEELCRAFT MFG.
<br />M7 W.".h Rd. Cb,ckl,n11 b,W 45E4E
<br />THIRD ANGLE PR JECTMN
<br />TI
<br />2
<br />NF
<br />WXNErANDEWEA
<br />• m I
<br />DOOR ACCESSORIES
<br />BOTTOM SWEEP
<br />HERSTRIPPING
<br />AFLAT
<br />R7� APPWL
<br />�VVG No
<br />776W SHEET 8 OF 8
<br />11EV
<br />C
<br />NTS AUTOCAD
<br />ro'10 Architecture
<br />AA 0002952
<br />5701 E. Hillsborough Avenue
<br />Suite 1122
<br />Tampa, FL 33610
<br />813 630 5508 (p) I rojo@rojoarchitecture.com
<br />813 630 5518 (f) www.getrojo.com
<br />STATE OF FLORIDA -
<br />REGISTERED ARCHITECT
<br />i ••
<br />4
<br />ROBERT A. GLISSON
<br />AR0015123 ' • 1
<br />I
<br />JONATHAN S, MOORE
<br />AR0093150 •• SEAL SHOW SVALID �
<br />•••ONLY WITH EMBOSSED IMPRINT,-
<br />AND SIGNATURE IN RED,•
<br />JSA MEDICAL
<br />TENANT BUILD -OUT
<br />5526/5528 GALL BLVD
<br />ZEPHYRHILLS, FL 33542
<br />- 5/ 13/ 11 PERMIT SET
<br />Mark Date Description
<br />Issue/Revision
<br />PERMIT SET
<br />Project ID
<br />11004
<br />CAD File Name
<br />11004-CD.vwx
<br />Drawn By
<br />APM
<br />Checked By
<br />is
<br />Plot Date:
<br />Record Date:
<br />Record Date
<br />Sheet Title
<br />PRODUCT APPROVAL
<br />HOLLOW METAL EXTERIOR DOOR
<br />Drawing No.
<br />Scale: N/A
<br />PA-1 0
<br />
|