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Home My WebLink AboutREVISION 4-17-17I: OFFICE USE ONLY: • DATE FILED: REVISION FEE: 1. LOCATION/SITE q ADDRESS: 2. DETAILED DESCRIPTION OF REVISIONS: CON01410 PAIT@NN OR AT'AOHN AN THE RESPONSIB OF THE 0=OF MORD 3. CONTRACTOR INFORMA IO STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: t.LN Yr/ 1-4 PHONE (DAYTIME): 4. OWNER/BUILDER INFORMATION: NAME: S • t-�' ADDRESS: ' CITY: Fr- 171 Fg-<r PHONE: 5. ARCHITECT/ENGINEER INFORMA NAME: „ia va 1�+1 ADDRESS: $ CITY: j%A i-*c- PHONE (DAYTIME): 'TTZ Revised 07/22/2014 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLI RECEIPT # NNING & DEVELOPMENT SER CES UILDING & CODE REGULATIO IO 2300 VIRGINIA AVE FORT PIERCE, FL 34982- 2 ISION (772) 462-1553 FAX (772) 462-1578 �. [CATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION amw F Tccwi i fE ylzus VLA.115 AND ALL PROPOSED WOO "RE SMECT TU ANY C0I1REC-rJONS REQUIRED BY FILED INSPECTORS THAT c p Y MAY BE t4ECESRARY IN ORDER TO COMPLY WITH ALL APPLICABLE Cuf0q. _ ST. LUCIE COUNTY CERT. #: ��S T^11ZvG"F't •bl STATE: I FL. ZIP: FAX: Sle F7 $ "- tl�4 %V42b 1 M-4 t LXL STATE: FC FAX: ZIP: ft"lr _ STATE: ZIP: t FAX: RECIVEE) APR 17 2017 �LANfANIERN11t MUST BE KEPT ON- B OR J0 INSPECTION WILL BE MADE HE Eli ox py 460 i; a At_ II tl Cc —fA a 14 7E co In IM cm LL ca 02 r 'r MIAMI-DADE Y DEPARTMENT OF REGULATORY AND ECONOA BOARD AND CODE ADMINISTRATION DIVISIO1 NOTICE OF ACCEPTANCE (NO Schlage Lock Company 6810 Hillsdale Court Indianapolis, IN 46250 SCOPE: This NOA is being issued under the applicable documentation submitted has been reviewed at used in Miami Dade County and other areas'w: This NOA shall not be valid after the expirati (In Miami Dade County) and/or the AHJ (in at or material tested for quality assurance purpos manufacturer will incur the expense of such t� of such product or material within their ju determined by Miami -Dade County Product C l of the applicable building code. This product is approved as described herein, including the High Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing No sheets 1 through 17 of 17, prepared by the it by Thomas Gordon, P.E., bearing the Miam: Acceptance number and expiration date by t MISSILE IMPACT RATING: Large an Limitations: 1. See Design Pressures, Sizes, Hardware, I types) limitations in sheets 1, 2, 4, 5, 7 & 2. See limitations of DLO (vision) for confi 3. Electrical/Electronic functions and Fire t7 approved by AHJ. LABELING: Each unit shall bear a permai and following statement: "Miami -Dade Cou RENEWAL of this NOA shall be considez, in the applicable building code negatively a. TERMINATION of this NOA will occur 11 materials, use, and/or manufacture of the pr, sales, advertising or any other purposes sha this NOA shall be cause for termination anc ADVERTISEMENT: The NOA nuinbe expiration date may be displayed in advel in its entirety. INSPECTION: A copy of this entire NO shall be available for inspection -at the job This NOA revises & renews NOA #13-1 well as approval document mentioned abc The submitted documentation was review MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 RESOURCES (RER) Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia midade.aovieconom v les and regulations governing the use of construction materials. The accepted by Miami -Dade County RER -Product Control Section to be re allowed by the Authority Having Jurisdiction (AHJ). . date stated below. The Miami -Dade County Product Control Section s other than Miami Dade'County) reserve the right to have this product If this product or material fails to perform in the accepted manner, the ing and the AHJ may immediately revoke, modify, or suspend the use fiction. RER reserves the right to revoke this acceptance, if it is Ltrol Section that this product or material fails to meet the requirements ad has been designed to comply with the Florida Building Code, ao 3 e a D or N. wo P i o "MII GD07 Rev K, titled "Steelcraft H series Double outswing glazed", ufacturer, dated 05-20-07 and last revised on 08/30/15, signed and scaled ade County Product Control Revision stamp with the Notice of Miami -Dade County Product Control Section. Small Missile Impact O (Day light Opening), installation and Water infiltration (Threshold of the drawings. Lower design Pressure shall control the assembly. rations 3A (V-vision) and 3B (N3, N4 & N5) in sheet 7. ags are not part of this approval, such functions to be reviewed and dent label with the manufacturer's name or logo, Cincinnati, Ohio and Series my Product Control Approved", unless otherwise noted herein. ed after a renewal application has been filed and there has been no change ffecting the performance of this product. Lfter the expiration date or if there has been a revision or change in the oduct or process. Misuse of this NOA as an endorsement of any product, for it automatically terminate this NOA. Failure to comply with any section of l removal of NOA. preceded by the words Miami -Dade County, Florida, and followed by the sing literature. If any portion of the NOA is displayed, then it shall be done shall be provided to the user by the manufacturer or its distributors and ite at the request of the Building Official. 17.15 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as by Ishaq I. Chanda, P.E. NOA No. 15-0930.04 Expiration Date: May 05,200 Approval Date: April 28, 2016 Page 1 Schla a Lock Com an NOTICE OF ACC PTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and secti ns drawings (Submitted under file as below). 2. Drawing No IRGD07 Rev , titled "Steelcraft H series Double outswing glazed", sheets 1 through 17 of 17, prepared b the manufacturer, dated 05-20-07 and last revised on 08/30/15, signed and sealed by Thomas ordon, P.E. B. TESTS (Submitted under files 913-1217.15/#12-0305.151 #10-0209.081#07-0829.03) 1. Test report on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) - Large Missile pact Test per FBC, TAS 201-94 4) Cyclic Wind P essure Loading per FBC, TAS 203-94 5) Forced Entry Test, per PA 202-94 Along with manufacturer's parts and section drawings of Single outswing steel doors w/ Stainless steel continuous Hinges & modified Hat stiffeners, marked by Certified Testing Lab, Test Reports No(s). CTLA-3045W dated February 16, 2015, signed and sealed by Ramesh Patel, P.E. 2. Test report on 1) Air Infiltratioi 2) Uniform Stati, 3) Large Missile 4) Cyclic Wind I 5) Forced Entry' Along with manufacturer's parts exit and.Peep hole, marked by E dated May 14, 2013, signed and 3. Test reports on 1) Uniform Static 2) Water Resistar Along with marked -up drawir prepared by National Certified' dated August 31, 2004 , NCTI 08/26/08, all signed and sealed t Note: Test report No(s): NC' addendum letter, issued by Lab, 4 Test report on 1) Uniform Stati 2) Large Missile 3) Cyclic Wind 4) Forced Entry Along with manufacturer's part; by National Certified Testing I signed and sealed by Gerry Ferr Test, per TAS 202-94 Air Pressure Test, Loading per TAS 202-94 mpact Test per FBC, TAS 201-94 ,essure Loading per FBC, TAS 203-94 'est, per PA 202-94 tnd section drawings of double outswing steel doors w/CVC panic -went Material Technology, Test Reports No(s). ESPOI1623P Baled by Jason Sheen, P.E. Air Pressure Test, Loading per FBC TAS 202-94. :e Test per FBC TAS 202-94 ;s and installation diagram of double steel commercial doors, -,sting Laboratories Inc., Test Report No. NCTL- 210-03-0514-11, 210- 03-3511-1 dated 04/09/08 and NCTL 210- 03-3549-1 dated r Gerry Ferrara, P. E. L210-3549-1 and NCTL-210-3511-1 have been revised by an lated Feb. 04, 2009, signed & sealed by Gerard J. Ferrara, P. E. Air Pressure Test, Loading per TAS 202-94 Impact Test per FBC, TAS 201-94 'ressure Loading per FBC, TAS 203-94 Pest, per PA 202-94 and section drawings of double flush outswing steel doors, marked ab, Test Reports No. NCTL-210- 3580-2, dated March 25, 2009, ra. P. E. shaq I. Chanda, P.E. Product Control Examiner NOA No, 15-0930.04 Expiration Date: May 05, 2017 ApprovalDate: April28,2016 E-1 Schlage Lock Company B. TESTS (continue) 5. Test report on (transferred from file # 07-0829.03) 1) Air Infiltratio Test, per TAS 202-94 2) Uniform Stati Air Pressure Test, Loading per TAS 202-94 3) Large Missile Impact Test per FBC, TAS 201-94 4) Cyclic Wind I ressure Loading per FBC, TAS 203-94 + 5) Forced EntryTest, per PA 202-94 Along with manufacturer's parts and section drawings of double glazed :outswing steel doors, .marked by Certified Testing Lab, Test Reports No(s). CTLA-776W dated February 20, 2002, CTLA-975W dated Jan 23, 200 , CTLA 882W dated Aug 29, 2002, CTLA 1035W dated May 28, 2003 and, CTLA-1086-W cated 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. Along with manufacturer's pas and section drawings of glazed outswing double steel doors, marked by Certified Testing I.ab, 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. 6. Additional Reference test re ort No.CTLA-1107W for strap anchor qualification. C. CALCULATIONS: 1. Anchor verification calculations per FBC 2014 (51 Edition) dated 08/30/15, prepared, signed & sealed by Thomas Gordon., .E. 2. Hinge Load Evaluation repo I dtd 01/04/04, prepared, signed & sealed by Thomas Gordon, P.E. D. QUALITY ASSURANCE BY 1. Miami Dade Department o i Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATI, 1. Notice of Acceptance No. Polycarbonate Sheet Pro, 2. Notice of Acceptance No. DeNemours & Co., Inc.) fi 3. Material composition & Fl P25C-60 core by Pyrophol chemical consultant. 4. Material composition & F Silicate mineral block, issi 5. Test Report No.12-11177, Flame spread & Smoke de "Elfoam P200", issued to ] vS (items 6 thru 9, submitted under file # 10-0209.09) —0717.01 issued to Sabic Innovative PIastics for their "Lexan® acts", expiring on July 17, 2018. 4916.11 issued to Kuraray America, Inc. (former E.I. DuPont the "Sentry Glass ® Interlayer", expiring on 07/4/17. nmability properties and Material Safety Data sheet of Pyrophobic System LTD, dated DEC 05, 2010, issued by 1. Zhvanetsky, nmability properties and Material Safety Data sheet of Calcium by Marshfield Door Sys, Inc., Marshfield. WI 54.449. ov 29, 2012, issued by Commercial Testing Co. for "Surface ty Characteristics of Building material" per AST-ME84-12 for Cott Co. of Indianapolis Inc. shaq I. Chanda, P.E. Product Control Examiner NOA No. 15-0930.04 Expiration Date: May 05, 2017 Approval Date: April 28, 2016 E -'2 / Schlage Lock Company E. MATERIAL CERTIFICATIO 6. Test Report No.16206-122! Characteristics of Bldg mate "Polyisocyanurate" issued b 7. Tensile test -report # CTLA- Division, sheet samples, test 8. Tensile Test report No. A10: sheet, prepared by Certified 9. Test Report No. 3094867Sj Characteristics of Building i "EPS", issued to Falcon FoE F. STATEMENTS: Except items 1. Letter of conformance to. Fl by Gordon Thomas, P.E. 2. Statement letter dated Nov. Donlan, Compliance Engin 3. Ingersoll—Rand press releas Schlage among others. 4. Department of State Certifi as a limited liability compa 03/17/06 and filed with the 5. Certification of Formation, Secretary of State of Delam 6. Statement letter of conform prepared, signed and sealer 7. Laboratory Compliance sta 8. Addendum letters dated Fe Certified Testing lab, signe 9. Addendum letter dated DE strength of grout, stud and marked -up drawings, sign 10. Letter of certification date mechanical /functional pai� G. OTHER 1. This NOA revises & rene 2. One year conditional appr 3. Request for 1-Year renew, 4. Test proposals # 14-0252, 5. Consolidation Test propoE 6. Previously consolidates N 0829.05, 03-0908.03, 04-03 7. Technical brochures of bu Supplied by Schlage Com 6 (continue) 13 (1015P200(3)), dated November 29, 2004 for " Surface Burning ial" per ASTME84 and self -Ignition per ASTM1929D for Omega Point Laboratories, Inc. to Elliot Co., Indianapolis, IN. 76W (0194H), dtd 02/25/02 prepared by CTL, Architectural ;d per ASTM E8, signed & sealed by Ramesh Patel, P.E. W1-Test 1, 2 & 3 dated 23 APR 03 per ASTME-8 for steel face Cesting laboratory, signed and sealed by Ramesh Patel, P.E. T-001, April 13, 2006, issued by Intertek for "Surface Burning iaterial" per ASTME84 and self -Ignition per ASTM1929D for n, a Div of Atlas Roofing, re -named as "ATLAS EPS'. 1, balanced items submitted under files referenced above. 2014 (51' Edition), dated 08/30/15, prepared, signed and sealed 2013 issued by Ingersoll-Rand for name change, signed by Jim dated 12/10/12, integrating the brands of Ingersoll --Rand and tion of Reinstatement for SCHLAGE LOCK COMPANY, LLC , active and organized under the laws of the State of Florida, dated ;cretary of State ted 12=08-2003 of Schlage Lock Company, LLC, issued by nice to FBC 2007 and no financial interest, dated FEB 03, 2010, by Gordon Thomas, P.E. -ment issued as part of the above test reports. 20, 2009 for test reports Test report CTLA-1035W, issued by l and sealed by Ramesh Patel, RE 19, 2011, issued by Certified Testing Lab verifying wire anchors, )r, Strike plate and MA series Mortise Lock, supplemented w/ l and sealed by Ramesh Patel, P.E. 04/20/10, issued by Ingersoll-Rand for electronic CO lock series o same as AD, ND and AD-M series s NOA #13-1217.15, expiring on 05/05/20. ,al, subjected to successful verification test. by Schlage Company dated 02/02/16, signed by James Donlan. 1254, #14-1086, #14-0254-RI and #12-0797R approved by RER. # 06-2468, dated 04/27/07 approved by BCCO. A #(s) associated with this files are #13-1217.15,#10-0209.08, 07- .03, 05-0325.02, 08-0508.07 and 08-0715.03 Hinges, continuous Hinges, Schlage & Falcon Mortise Locks, ny (former Ingersoll-Rand). lc1A.., I Ishaq I. Chanda, P.E. Product Control Examiner NOA No.15-0930.04 Expiration Date: May 05, 2017 Approval Date: April 28, 2016 E-3 Nevet".. uiTxu SURFACEVERRCALRODENT- CO 10 LEOVFRtCA .THREE-0OIHTUTCHINO FAT HAROWARENULLION. IT La {—y5rruaooDAOHmc„rim— " - 6....•.•e 2s0 6 � ' S Ss0 O . HEN..,. �,..�. .. ' � �T.,� ®�•..� THREE-0OWT LATCHING. E%li SURFACE S - 'FIXED NHOLLOW METAL NULLIGN SURFACE MORTISE' ata LOCK u ' IVc $ $ Ul ®xwvX K I ®i+nvaw B T.uN u 5 R� ..... ..... . . . . . . . . . . . . . . EN WOH. FEMEwrmNARDWAI+ENUWON. 'aL„nliru/�� R E V I' S I 0 N S NWiuNu+rt wv LTR. DESCRIPTD1Y DATE APPROVED m y{T-�. �� Q�O,•U "N 'TyO '," .A. APPROVAL DVG TI0' ovm/07 E 3F �J 'E REVISED DVG YMF 02/03/69 . 71D 3; .F REVISED DVG' .� YQ ' a c,�i • p V _ • = G REVISED DVG YMi O/roBnO . N REVISED NNIE _ JPD tl/OVI] . "`FFF�'iii"'IDIDID��nnn �O '••N R q_wo Cww :• •f ��: J' REVISED DVG ' ' " •PO 02/01,15 I I.NALING•`` N REVISED . TrIGEnNo roDA eocuosiosns. is 537'mm. . ilt JL �X,m.x 38.e`�mm �mv�a•r sOOXa sn® amo• - f 2: THREE-0 ER KARD HING EIOTYW' . DvcUK 'NTM VON DUPPINNAPDWARE MUWON ao' THROEOLLO LATCIONOLXR - _ .pEyo,,Kl[NMO,yKEaan40N - FIXED HOLLOW NETALMUWON PHvvu,uaT - - - �•? COrn fA,sWW.TI0N9:Ite 4D �MEi�uUladl " XOKTPAWLINDMAGW �. $- $ BDM W➢RAAFfNE wrw� wu FUEowwnHNEDunueN . . NrA,NDm - sewa,WDN srwxomnaysn�inwom NEsrF _ j.�wXmry vMau _ �in+s fANPUANCEBTATENENT. - . I.TNE9E PROOUGTB HAYE BHENTESTEO PRILDING STA6301, T026 7u D 3eoAl AND COMPLY WITH THE CURRENT FLORIDAFLORIOBUILDING CODE, L CYLWOIDCALLOCKIMIN. _ 1. INTERIOR VIEWS ARE SHOWN FORAM ELEVATIONS OF OUTSWDIG ODORS IN•TXROW.iAmo 2. BEETABLE T ON SHEET 2 FOR GLAZING SIZE, OLALNOTYPE HARDWARE m PRODUCIREVN,ED APPLICATIONSSODIRATIONS j. ttwPl)1eA',•hN lAe 1'kHDA" ].SEESHEET3&16FOR HWGEREOUIREMEMS " SWiet CeD. - 1. SEE 8HFE7!•17fORANCNOWNG TYPE9 ANOlWRATpN9 - .A[tePWnHers-ossD'�� fi. SEESHEET],4. SAND I7 FOR SILL INSTALLATION INFORMATION. '$ .EiFIMIM Otr �R,y.RSAY7i S. SEE SHE ET 5 FOR WFATNERSTWPPING INSTALLATION DETAILS AND UNRATIONS T, BEE SHEETS I AND 3 FOR MAXIMUM OVERALL DOOR UNITERES . & SEE SHEET B FOR GLAZING OPTIONS AND DETAILS D. DLO • DAYLIGHT OPENING SRE, SANE AS EXPOSEG GIAS& BEE SHEETS I, 2AND 7 —_ FOR SIZES AND LIMITATIONS, All - VOID RADIUS - HAHUFACTUMNG FACILITY,. . "SCHLAGE LOCK CONPANY, MC .; STEELCRAFT SOLO HILLSDALE COURT 9017 DLUE'ASH ROAD- ' - INDIANAPOLIS, IN 462W CINCINNATI, ON. 45242 . 11011➢ AIGL[ PRUJECTIM T11LD STQLCRVT H SERIES DGIDLE OIITSVING O1•JCO CCIRF3CIAL STCEL .ODORS VON AND ' L NUVN DATE ITHWf PANIC F]tti DCVICCS . ALP �H,wo�ee YMF TiLASS GUTSVING, DOUBLE DOORS R4a " uFuco" _ "AND HARDWARE -CONFIGURATIONS. . . . . . . Emir. .. wvc- s1 FLA - 'n..• D IRGD07.. K. JPDL mDA 5`LD NTS 'AUTOCAD - 1 17- Door Rn Pmm�, PDP vm Dear ovnnnR m W... In. w.lmum Fiv.,.a DlailnN Dlu IOLDY.In. LaaMnR N. .nD.:dvaan C.mm.Mv Can➢Runtlen Podaw N.D.ay. Widtl, IlMold Width Height H.ltlW.w Rmll M.tlaU des DIdRe Motldv BnM F) ZWFI4WF Van D-Ddn fajfl t W W n 81 24 54 R. Exll D.Jco by.IKtD49 nMila. Von 10 Dw Shwl10 84 2➢S Van D-pin 2 50 SO W DO 30.25 74.5 Wm Ex110Wco 2DBF1400E Vm D- 'mpllWnuvo lNRR%5• mulla"slV eaF 20B Vw 110 Bw NM.110 SEED' HOIE 2 NEE NOTE 2 W DD iDm Exlt OaVca wBM (FT 90➢�051 Von D.Pdn lmulllon tH V(Rv4 ew She.110 3B S 4 5 33 2D 2B�-0DBF lop sumc4 vallwl 3stlne414 van acnn 4 90 BO n B1 Zd 84 Rod IND Do4w salon aTm Too. z13o Dottmn F.Icm BNeB.17FBdla-n Va,D,V,b- 5 SD BD 72 86 24 W (b —IW Vadasl Rod F 't 7A-F 338 TOP.3B54 BWtan Vm D.M �� F 41BSTaA 2130 Oollom Felton T—P 2WF/499F WPalm uvs(KR)BRS• by Van Du W e 80 Im 72 Iw 24 Le1W,p Ddmmlra �) 3WMM"' Datum mullion sw snwt to z /4 F ] w w as sa 24 e4 L.lml aHre D.va. lH Buz " vo. Dwdn "E a Dolan 2MF14MF B 50 W BS DS 31.25 74.5 BNI I7(F) 'IRAI'N.4 Vm D,P,ln LeknH�gPdN D.Jca Dd-an 8 50 5] 40 B8 NMTA5 SI(F� 288E1488E 3M Mll6LBG Vm DgAl NOTE 3 LekHnpP a "I— I/L AD Me joD GCM.D. F,m I w/o 11dao14 Y4• min Il.a„ ImcM1 I Fuex:lbnxllM1 10 50 fa 90 BB DA2, 74.5 . Mao lak ON IILVD4[WAD MD 1O0I2 eWoao 314V t l 1 .d.W h. 1' min ihm4• mil N'ctlm real aMIM,I N1 ANSI Fdrn dm®ott. y/'min. -how lakh 61' -Mx IMov hall D/o k.hlo 11 W w DB BS um 745 Gyfi„d.icellttk MUM-L IOO24 echbas 1?Itranl.iN R ANNI Falcon 1?tivavletch j I TABLE 1. NOTES: I. SEE SHEETS 9, 10, 11 & 12 FOR LOCKING HARDWARE. FOR DOOR CONFIGURATIONS 10 & 11 INACTIVE LEAF REQUIRES IVES SB360 SURFACE BOLT TOP AND BOTTOM 2. DOOR CONFIGURATIONS 3A & 3B ARE RATED FOR MAXIMUM DESIGN PRESSURE UP TO+75 PSF WHEN WATER INFILTRATION REQUIREMENT IS NEEDED. AND 390 PSF WHEN WATER INFILTRATION REQUIREMENT IS NOT NEEDED. 3. DOOR CONFIGURATIONS 7 & 9 ARE FOR USE ON TWO DOORS WITH FIXED HOLLOW METAL MULLION. 4. • DLO -DAYLIGHT OPENING, SAME AS EXPOSED GLASS OR FINISHED OPENING. SEE SHEETS 7 & •B FOR GLA7JNG TYPES, DETAILS AND LIMITATIONS _ ON D, T .� UCEN,p'• Q��}1r '•""yl— P.rd.Th. P.E. ,;Dab` a759 Caud �F 1�tr` 7 L7R DESCRIPTIDN A APPRDVAL DVG YHF B REVISED ➢W RN REVISED DVG RAP D REVISED DVG YIIF E REVISED PEN N➢BCC➢ YMF F REVISED PERIR M7 G REVISED PER mDBCm YRF L ENG� ` 1111111\\\ H REVISED NARE A➢ J REVISED DWG .PD K REVISED ➢VG .PD FRD➢aCrREVIwa GSRor OoM,•M I*md a Ampl..a N. 1S'D93odY EaMnM1a 41 �,r� Lbtr wbH SCHLAGE LOCK COMPANY, LLC MANUFACTURING FACILITY- 6 S10 HILLSDALE COURT STE IELCRAFT NDIANAPCLIS, IN 46250 H017 BLUE ASH ROAD CINCINNATI, OH 4524E SYEELCRAFT H SERIES DDa9LE TSVING fT faMRE11C4L SIFIL Dmce VIiH AN R I'mm EXIT DMCES GLASS OUTSWING DOORS AND HARDWARE CONFIGURATIONS C13MMERCIAL DOOR OPENING DOUBLE GLASS DOORS. EV wG IRGD07 RK NTS I ALITOCAD I FHEET 2 v 17 D NBLE 07 L R T 141.4E O7 F R oe wN1x DOOF REINFg11 OF H,I E OUTSWINO DOOR (IXTEPoOR NEW) OPTIONS SHEET IB ALL DIMENSIONS TYTNCA UN SS SPECMD OTHERWISE 2 AAVN ' NTERIOR cEENmE). 5[E DONE T 3 I SEE SHT 5 5JY HO% EXTER EE SHT 5 1/4• X 1-3/4' 'EL, 1/4' X 1-3/4' TAPDW OR L25• MIN. E.D. TAPCON OR EXTERIOR /14 X 1-J WOO➢ (SG-,55) j14 % 4' TYPI .p 1 INSTALL eTION /�E �NTM) WOOD SCREW SUM W WOOD SCR W 1.25 MIN. 2,5• EX, CONCRETE HIW (0) PLACES EMBEDMENT NOTES WOOIN GR CONCRETE SILL 1. ONE ROW OF PS074 WEATHERSTRIPMNO PER JAMB AND HEAD. INSTAL PER SHT. 5. 2. ANCHOR REQUIREMENTS. SEE SHEETS 4 k 17 FOR APPROVED ANCHORS AND INSTALLATION ED.= GE DISTANCE 3. HINGE REQUBtEMENTS 4.5' BID WC MIN. FOR DOOR OPENINO UP TO 90' HIGH - MIN (3) HINGES FOR DOOR OPENING OVER 90' - 96' HIGH - MIN (4) HINGES SIT) LOCATIONS: 9.75' FROM RABBET W HEAD TO CL OF TOP HINGE 10.3W FROM FLOOR TO CL OF BOTTOM HUGE EQUALLY SPACED IN BETWEEN. HINGE LOCATIONS MAY VARY, MAX SPACING DO NOT EXCEED MY APPROVED CONTINUOUS HINGE MODELS IVES 112 NO. 224HD, 6W, 700. 70005 MARKAR FM-300. HG-305, STANELY 66IHD, HAGER 760-224HD. 7DO-900. SELECT SLIIHD. ABH A500. A240HD, 4. SEE SKEET 2 TABLE 1 FOR AVAILABLE STANDARD OPENING WES AND SPECOICATIONS 5. HARDWARE INSTALLATION AS PER MANUFACTURER'S INSTRUCTIONS 12 BR• LD©Otiiln: REINFORCING 6. 4 FACE HEAD IS AVAILABLE FOR FRAMES CHNNEL 7. APPLY CAULK AS NEEDED. 6. WEATERSTRIPPoNO SEE SHT /S IA-A. 9. SEE SHEET 1] FOR SECTIONSEE SHEET 14 FOR SECTIONS B-B AND C-C. 10. INSTALL REINFORCEMENT CHANNELS (ITEM S20) AROUND EACH UTE-LUTWL 11. ELECTRICALINSTALLATION AND FIRE MTINGS ARE UNDER SEPARATE APPROVAL AND MUST BE BY CONRESPONDING AUTHORITY. RENEWED T SUIT ❑ R HEIGHT 12. OPTIONAL POWER TRANSFERS. AND/OR -SIGNAL SWTCN- MAY BE USED AS ALLOWED BY CODE AND IT DOES NOT EFFECT TIE MECHANICAL PROPERTIES OF EXIT DEMCE AND/OR INHIBIT EGRESS 13. SILL SHALL SE.ANCHOfED PER INSTALLATION DETAIL ON THIS SHEET AND SHEETS 4, 5 4: 17. lA ITEMS 22 THROUGH 27 REQUIRED ONLY IF WATER INFILTRATION IS NEEDED. SEE TABLE ] SHEET 5 15. QUANTITY WILL INCREASE WHEN USED WITH HOLLOW METAL MULLION. SEE SHT B FOR DETAIL& 3.5' MII TR DESCRIPTION P APPROVAL DWG. YNF E REVISED PER NDDCCO YRF F REVISED PERNDSCCO YHF G REVISED PERNDDCCO YXF H REVISED NAME JPD J REVISED NAME JPD K REVISED DWG JP➢ [TDI 0WJRITY CRO'TIOI NATCRML SIS AS3• MIN S L NAY. 1 ' BEE NIBS SM 6 66 .IM' A= STL MAY 96' MERdif EIEVATpN A33' MIN STL MAY lop' I(IGNT ONBNT.1 4 2 L£%RN BT SPBIC INNOVAiIV[ PLASTICS PY BR .50' 344p6• X )565Y MAIL WLDA9TE0 MASS nTH SCNIRTn WRmJRER 362' 7v. SLPERL -%L BY SAFII n S[NIRYQAS IMTEALAYEP LOY TP. D93• L A6)• MIN STL 321 X 93A1 XA% MAY 20• A621 J6T NIIl SIL IPB• X 9J9• 4.Y X 4Y BUTT NINfiS (SLL SIR• 161 .16]• MCL 214 .IN MBL Ix X 9JL!' MAY tHl 412- 9 10 1AR B. a CORE MA 9 15LFJ.T ISN T ➢ L D%Y TISOCI'ANURAE A7$• MI NPL 95• D R[ 12 1 D ZCRO S66A LILY N.W. 6p63 19 5)10'ip31196MAX.-®DRE D NAT'L [li lARO 930A A)B• M uK 60ET T9 5.5p'F65'XIB'NAY-SINGLC NOTE e. AMB ANDAR ER SNE 6 A B' [NO CIWNCL ABTM A921 114 fA - UWERTEO) 17 1 SPILT PfIRAGAL SLT DI 2-ASTMTML om REBUean nix I¢Lav MErPL MLLLIRD SEE SHEET 5 Burn m1Bl. OR I- sAJ�E 19 AS MFIDEo A IM1D 110.0M10 1N 34PS' Y I 4 EXPOS[0 to ee. MAX. 5[E SMELTS ! L B FOR DETAILS L L06TATIB6 1 D35• M➢i SR A93'(12c,A1 MIN BR. _ Nf mrw SECUIIITT nS10N IMME NTWT REIMOROGE fHAMRt 11B W4 X 1AL• X 3"'715' MAY m 122 GA wm SLAB <I6 ON GA BY ]ERo uRi aooR sEx N4eMIVFi D L c TPE Y )' OP A• Y Y 1<AlL NAIL z1• Br STEFL!2'T DOOX BEPL PPA)4 1P[ MAi B4• CR 96' e] MOl[ 14 SY SERO DMFL irOR SVEEP NW39 BY ,LP L®1 SYEFP NOEp2H sQ TNEET 5 xAY 36• OR 4E• 24 2 Br TIRO INR D®t Sn[P Noi]9 TPE 1W11. B.• OR IL• Es a BY )SRO INTL A"ITABLE STOP NA4n Ir IYs AOJUSTAELC STW Nol]Ml sEL sl[Er 5 MAY DN OR u• es a Br !STUD INf4 PA➢I DRIP NWI Br N6P my c4P xRJ6A E) Q TOP CAP GALV. A6p PSTN A924 A2Y mN Sn 1,5' X L)6• X 4B• NAY 2B 1 1®.L1111 METIJ. NIILLIW ifE SISCTS 5 L 6 B4. OR 1V MAX 29 2 MS 360 -rive LEAF -Ul 10 L U Bv1u Mwlw SCHLAGE LOCK COMPANY, LLC MANUFACTURING'FACILITY, STEELCRAFT 6010 HILLSDALE COURT 46250 9017 BLUE ASH ROAD -�- INDIANAPOLIS, IN CINCINNATI, OH 45242 THIRD ROLE PRO- N ORIE W�TNDITS P RESIT ➢ OUCCS CS I-R CUTSVINB GLAEEO C L ➢OMS 1H AND H-SERIES GLASS DOUBLE DOORS OUTSWING CONFIGURATIONS In(E➢F IFLAT rvB M REV IRGD07 K G APPLE JPD NTS I AUTUCAD 3 01 17 • WARF OR T MASONRY ANCHOR ININlO OROVT FIL �O FRAMF � W000 SDJO ANCHOR Au0 RLOCN WAIT UP 7a 75 PSF 10• VP TO 75 PSF p D2 MAY 3 F b W e' x 7' D.G 2a• YIA}X ODEiOO • w 1 (SEE SNLI) N'0.G YAX JN.D DA4�AM�NDR� 2. 0.G Y R[iFR 10 SILL Ir MSTA -Re DRAM1'R' T 17a' e X 7'OR i yvsCml�6a• MW I71E[R � Y1II (SEE SHT.,) l 17.IM �roS""xT°6uc$a b cocAea�TiATT LILiD1T L[M NOW w i ne• 'M WSTAu.An. nai MAL'DF Iu RIAYE — PY YASDIRY N X 1-3/4• W .ovT RLLED T-.GH. 2Y xIN (a) 1om PM O E) sau svAEA' p(T,•WOOO STUD WALLS 1/{• uAY MASONRY BLOCK WALLS '/{. SEE NOTE 1. CmuGROUT T FILLED W 10PSI CROIIT E7s AC15J0A a rY¢ ANaM1 AT/1e• 4 U 0 L7r OIIWi BASIC MIRE h KR 5.19• x B.ee• • W SDNRT T-AND1011 B DA SWf1 (aDEe•) WOW STUDUO OO R UNIVERSAL WJt _. Y:d M1&ASONRY Fy YDA-39 NS (LOCK -IN OR WELD -IN) h uua.5s Xst -ANCHOR E705TN6 MASONRY ANCHOR fDIAA a FXISDNC MASONRY A INTO NINTH LAC MOLT INTO W000 STUD W NDI W Nw M] DP TO TS PSF AY 4J I YAK � W e• z e' 21.u.X OPD6NO lgE srt.0 b 21• as YAK .i.L b w OW oil- WALL gtN R 0", U--M ® M-I, AR.0R YETD-W fa' O.GYAc e' x Y ,P nGYAL e' z B M• o.cNAK n4TOli (sE srta) ,{• aDNAX P 0.0.YAX. TINSx N2Aro DEIAIL'Bf ,r neYAX L fob. © STFFIUPlE ANCHTS PSF OR HE 1'rttl I B I REVISED DWG JI REZEN DVG JPO 02/DI/IS K REVISED DVG JPO 05/05/LS CONCRETE CONCRETE LINTEL MWN LINTEL SHBER NAY VARY PER FFAYE NERD MAY VARY PER VA FIYLO V/20DD (2) PW J D CONSTRUCTIONVALL CONSTRUCT O AO 8°�U]D 1 '�..; •. �.• 2' DR 4• FACE Q MLLs. GROUT FILLED FACEiWITHOUT O IXT.XT. 6GROUTOEE om 6 •STEELL STUD WALLS •STEEL STUD WA475• 0 SEE NOTE 1. SEE NOTE 1. ITS. ft MnP -FRAME HEAD SECTION ft H01 - FRAME HEAD se KS UNIVERSAL STEEL STUD ANCHOR ANCHOR WELD -IN OR LOCK -IN WELD -IN OR LOCK -IN WOOD STUD LMY ALSOBE 2' FACE -WITHOUT GROUT P XAX STEEL SND CONSTRUCTION 1 { K 1-]I{• TAP- �DW IAnON DDDRa As n[asIED 6 1 DoueLeoulawwo AIeD BFEXXEETL;ei1T � d 75 D EKTEBNg L7S PNNODWr REVISED M6wp17Yi Y71SIkibAy brMyCeG A.*Wd. MDv -FRAME HEAD SECTION E77Yr1Y. uia�y R• y YAK' ]• FxrxwMl ' r� � YM _• 31 "r. 14XI-J/{• TAPCW/14X1-]/{'DMST Q (NM. EYBEDMWI INTO WOOD (SG-.55 2.5• MM EDGE 61LLMBTAMATONSIDEMEW 0� A� (ED. (z7Xs uM.) TMRD • .• T • " WP Y/J• IRN. ENDEDYENT N DRAVN F ')Y ,/{• MAX 21Y YA00 OR (•)STEEL 51R -RAC MOISERS OF WOOD YM IFIIY q WOOD STUD WALLS AHfI S1EEt-SNO WALLS MUST BE DESGNED TO CARRY PDE�T ® NAPSEE NOTE 1. AT LEAST 312 E/FT. lOAD FTXI ASSEYBUES RAZED W5 PSi, XMK ° tl] AND ]70//FT. Fqi ASSELBLEB RAZED O DO PSF. xeD W ALL SMDMD BE VEAPIm BY lME APPRDPRNIE DFi1OI1. OV IOREn: F .,T D zNuue7x a AxwMEs FBR vN+Iaus DPTDlMO NDODB Is US AM_ ON TTHIS MP BY YAXIYUY C6TANCE BETWEEN ANCHWS. SNONN LDIX-M 3°Y AS CAIKX NEM. _U AND. WBD-M {JW IB MSTALLATDN k ANDIWMD SEE SHT ], 4. 5 A W JPI anolus MANUFACTURING FACILITY. SCHLAGE LOCK COMPANY, LLC STEELCRAFT 6010 HILLS➢ALE COURT 9017 BLUE ASH RGAD INDIANAPOLIS, IN 46250 CINCINNATI, CH 45242 AIIGIE PRaEDTUX, DNL STEELCNAFT H SERIES DOVBIf W15MNc GIAD:O CONYEAaAL STEEL DOORS WITH AND FATE WITHOUT PAMC EXIT OEMC6 I,' aPmN7 ANCHOR DETAILS / INSTALLATION CONDITIONS FOR ASSEMBLIES WITH A DESIGN PRESSURE RATING OF 75 PSF OR LESS R `° DY IRGD07 17 TABLE 3. TABLE4. ' R E V I S I 0 N S �O ry 'y LTA DESCRIPTION DATE APPROVED PERIMETER SEAL HARDWARE WHEN WATER INFILTRATION REQUIREMENT PERIMETERSEALHA WARE WHEN WATER INFILTRATION REQUIREMENT �O; •'•LICEN3'• DOES APPLY DOES NOT APPLY I ,e ' A RAPPROEVISE AL nER TF O2/2vm �M NAIL No 4°j—//II _y 19 E REVISED PER_NDBCCO YNF 02/OS/D9 NUMBER ALLAWASLE NODELNW PART INSTALLATION NUMSE0. (• DM2. DeSCRIPTON PRROSSOlPB, YANUFAOWRPA DETAIL MAX SNT.] DEBC TION YAN�FACIOFER OfTA�D. W9D LOTION F REVISED PERJIOBCCO YMF OV01/ID TABLE2 PSF• TmLE2 Oi oitlm� PE Oep G REVISED PERJIDBCCO YMF 04/OS/10 to WREDNOLD dip eeeDEADINR T1' 'PI' 12 OLD 660 BY2E0.01NTL 71, ID P ((/�Z H REVISED NAME .IFD 11/01/13 p60MGP T2' RY aO SYKAXIONALWARD TY O^.•• 1 REVISED DWG JPD 02/01/17 is FABAEALGW p .1. STEELCRAFr n' YI'A'Ir 1e iABSPAI OOA SWEEP STEELCRAPT •S' TC //,,DNA llELIY�K� K REVISED DVD JPD 05/03/15 n aPIJrAemnDAL die ueQmown 'ccr 'xY 1SINGP 'G02' I 320 BYZERO 'GOT PERIMETER SEAL INSTALLATION DETAILS WHEN WATER INFILTRATION ucau 61:vAoxPsne uusneldmolxn v v ePLaAstT(AOAL •x7 DooxaP,u dT° WSW II t]leyl+w ccz REQUIREMENTS DO NOT APPLY P0DiC91EELCPAR v y LLY2ER0 B(tt W1' TP P88Tf8 AOHESW2 �A0 YY DOOR6YR'EP .l9 if WFJITIIE iPbPOlO BIPELCPAFI '0' 'Y 41' P•K'D'PK aBINMGP 1YS L DOORBWEEP .a 1]INERD VRl TC 'P1' 21 DO TOPCAP BIEEICRAFf 'A' OPTIONAL E%T fTeRE1i0 ENT, M 14 °°°°' Y5 ADNBTABLESTOP 'iB 'W lrpxrNGP '1•z 'SEE SHEETS 182 OROESION PRESSURE RATINGS, _._CAP .lB 11I�R0OlR ZP Vt' IILL 2° 18ElNOP TY 'PY 11 2T D00RTOP CAP .18 BTEELCMR 'R' 'M• PARIDETAI °'� 01070 PlFJ®LE 47b25 t«' 14 psi 0129 EXT VwrtMae XA%3.91 [K1 14 EKi Lu• 01J E%i EaPAEIIE O50 OS 6EADRIGID 4p• 3.91'•1 11.25 17a J 1125 SLE NOrt 1 Y IIu w KUL �� IS law, TI 7 T I_T RIDD SECIDN 1@(i .WLL pETAIt•Y ma,11¢w� IDIIfiC JNIB SW I 5D0� 0@_ 6FE NOrt2 PEA61EfER OODIL6EALWS1ALlATgNWNEAOAXOJAMBe UPTO.TSPSFWXENWATER UPTO.SOPSFWNENWATER INFILTRATRIN REQUULEMENTSAPPLY INFILTRATION REOUIREMENTSAPPLY DerglL'O' U.75 PBOif DETAI0.E]N D— TH 6ELF#IINE6ME — pl( ®P00W4 TYPEIW OID TYPE a WRESNOlO 12 IERO NTLfABSERIEB 72 xATIONILI OVAROp50UER1E8 14' IYFATIIFA WNO __ -- — -- LE7 DIDIE >) (�i0 ITEMS 22 THROUGH 27 REQUIRED IF WATER INFILTRATION IS NEEDED. IDDEtcoA uto .wms O RIAID: xNma1 0 LC ~— 15 r"aaeALp�ooRBwEeP ra Ea V r pY T .0 4' 1/1•K1-J/4' 1APCQ1 I.a• MX [O(E aNpppO�° M J D XNI 1B I OR P4%1-O/4' R9 DSIANOE w10 FWD —1 1— 0.]IP '"0 PIpN DRF CAP y 912' /�tl.�a' YN. F!R➢NILNT I. 1@L [OfE O r— ©DOOI N➢Yfi I« OAY I DETAILYT pIWLEp ILLS r0R >.�F�0r000A IxaO CONtliE1E RL050i1Q11D11 VP� OOa Liy. ZER04e Y-Vd pYN D.062 1.00' S to a MN mi�Wlwx�rOMtu ADJUOTABLB °TOP SFLF-➢RILLINII 3C DETAIL'GOt' �BASIPM'LEAS atY pn• 1 17 Xp T 1 � IAODUiE REV1EED Na 65p• p DYcvAE 4nONry Clnim lRA F1'NNA N OST wARwP rPx�l'Ia «T 1.P�law I—Lsz• OO " ^'°I -� Eby peiaAv uno wB —j' (`p�ID!'1�D e��/�j TERO OWA6YIEEP am' `+A�s 1.75' 0973 0.31 �I 1-fGI «u6fis pET1ULWr OEfAIL91' p I' ErAA am O DO 23 NOPaLL ®DoapewEPO xaP 1TON . IIAO 11 ®7 Nw ULP CAP TFD It`FB. AR'GGY IjOj'jAvwiiAem.1MtQIY DDoxaFJ1L AwuBTAete erov RAINDRId wv p solEs: w PERIMETER SEAL INSTALLATION DETAILS WHEN WATER INFILTRATION REQUIREMENTS APPLY (SEE SHEETS 132) DETMLN• 0 2ummdl�.rFP°wamN"e¢'"iNIYx6w°DE��vM!. YIWPoLrxtprRFNEMI1040trIp'AA TOP OP 000AmEADWEAnrtl+sllaPnxD APaRDtEErP uwEorBWRmlarsrwar QvoutAPPR 10 �MAK ,J t MpILP WHEN WAIER WFILTRATI0N RE0UD✓fMENiAPPLY trAserx Own�aXVD1isL1l0smuoOn N+EPEaasara°utwnuunaxs pLLLpp\ «Dam "JS U BEND "OIUS ® ® 18 5 SCHLAGE LOCK COMPANY, LLC MANUFACTURING FACILITY- E%IEAIDR ie g 9017 RAFT 2 e 6810 HILLS➢ALE COURT 9017 BLUE ASH ROAD 6 '�' •� INDIANAPOLIS, IN 46250 CINCINNATL Mi 452.42 P wRDuvR 5063• FD.12s' L THIRD WIriLE PROJECTION 111LD STEELCRATT H SERIES DOUBLE 121TSVING GLAZED EQ%ERCIAL STEEL DDORS VITN AN➢ pA E V[TIUIr PANIC EXIT DEVICES i� Q �Ea I ra I np3arAaAxcE ,� YMF DOUBLE GLASS DOOR PERIMETER SEAL HARDWARE, I oa�Wl, mk 1/{�'tW/4' TMLON 1.w' YRL m0: �CKED B " OmNWu°Ri0 f/°Yt-]/Y TPPcm S qR0 rR%1-]/.• FB 9TAx¢ Wro OR /MKI-]/.• b so0o(sD-35) La• YD1. mmYEM ]FWD(SL-.ss7 RDVE a• IRA. ELIaEDtnR zF• ImL Epos a• YW. rpa IRGD07 K FIFA NMLOW tlETALYULLWN DCIARNT DBTAN HMO QSS1NCF w10 pV MNOEJANO WEATID:RSTIWPING xARtOwANE M1 m B�D000.IER0 (].'1It51 WL OTTOM OFDOpRXW (LAUT"') TO TAPPP L 9WEEPINBTALLATIION COMMURATIONTAtDra WwWFA6TRIPPWO WPAWE0.9TRIPPINDANDSILLINDTALIAININ M'EAWERSTRIPPINGANO6ILL INfiTAIIATON 'nD M I NTS AUTGCAD 5 aP 17 BENT TABS 'TO SECURE ASSEMBLY qV ti AFW F �F'� NIIDED lTD WED �. ,BW, 'KNOCKEDJTOWN• SET4IP MDARC•WELDED ASSEMBLY ASSEMBLY 12 CA CUP WELDED TO HEAD e � � e HEAD ANCHOR \ `TOP OF JAMB TOP OF JAMB HEAD NOTCHED HEAD NOTCHED ANO BOLTED ON TOP OF JANOS ANDBOLTEO BETWEEN JAMBS r TYPN:ALFMM9 PROFILE 0.825" OOUBLEMBSET �II� VARIES I 4• 2" MIN. 4" MAX OPTIONAL FOR 2" MIN HEAD SECTIONS75' L D.625• JAMB MOM. DOOR SIDE EXTERIOR I 1.938" DEXTR SID OR 1.938' y7S.-{ VARIES DOOR SIDE L NOM. EXTERIOR 2"MAX ®FLtEO HOLLOW ® FIXEDHOLLOW VA! MLRAL MULLION MEALMULLIOM TIOUBLBRABBET SINGLLE MBBBT 1 0.625' � � VARIES --{ 1.931 VARIER DOOR SIDE EXTERIOR 0.625" VARI MOM. YARIES MOM• �� ODORRRSIDE � -`1.944" BEENmEI 1.94• OOGR 2° MIN I` SORE 0.525" 2° MIN EXTERIOR E 4" MAX APPLICABLE TO ELEVATIONS 4' MAX 7 h 9 ONLY (SEE SHEET 1) MATERIAL IS PER TAME 7. MNMUM THICKNESS IS 1053" (16 Cl) MNIMUM YIELD STRENGTH - 56.000 PSI MIN MUM TENSILE STRENGTH - 45.700 PSI WELDED MELDED HFAONOTCHED HEADSRSONTOP JTTBDBBTWFPNJAMBS OFNOTCHEOJANBa OHEADSMSXTRUSS TABLE 7 STEEL MECHANICAL PROPERTIES MATERIAL ASTM REF. YIELD TENSILE KS) KSI CRS A368 HRS A1011 MIN. 41.5 NW. 52.4 GALV: ADO A924 IS: 304.316 A240 MIN, 41.5 MIN. 7J.2 TABLE CORE I Y PER MBBBT r WELD AT JOINT CONTINUOUS 2' HIN. 4• M. MI6 -VELD BEAD ALONG FACE BOTH SIDES 960 / MIN LOAD 1.938' 2.625" B MIN. VARIES 75" Om' HOLLOW -METAL VSTEEL 'BILLION 625" APPLICABLE TO MOM. ELEVATIONS 7 @ 9 ONLY (SEE SHTA) S JAMS a7s• (( 3/ NON. TAPCON22Y7174XB XTR13N OR ELCO UNCRETN INTO . EMBER PSI CONCRETE MIN. F3IBEDKENT I-1/4' MW, EDGE DISTANCE B-1/2' BEND RIDMS 2' MAX. FERODUCt REV16tD D.MI =wII►MF FkA4 u Ibl-l' 9 .ay ,AIb�iR - DESCRIPTION APPROVAL DM YMF REVISED ENO RAP REVISED DWG RAP REVISED DWG YMF TABLE 6. AVAILABLE STEELCRAFT FRAME CONFIGURATIONS FRAME JAMB MAX. OPENING SIZE MATERIAL SERIES DEPTH OTH HEIGHT DESC MI N CRS/HRS 16/.053' 14/.087' F 5.75' 8'0' B'0' GALV 12/.099" NOM. STAfNLE55 MU 5.75• NOM. e'0' B'0' CRS/HRS GALV 18/.053' 14/.06T HONEYCOMB POLYSTYRENE VARIES CRS 16/053' POLYURETHANE SEE SHEET 2 GALV 14/.067• %YISOCYANURATE) TABLE 1 HONEYCOMB I VARIES 9MN1EEl S POLYSTYRENE SEE SHEET 2 16/.053' POLYURETHANE TABLE 1 NOTES: 1. DOOR CONSTRUCTION 1.1. NOMINAL DOOR THICKNESS - 1 3/4" 1.2 DOOR SIZE MAY VARY. SUBJECTED TO COMPLIANCE WI7H FLORIDA BUILDING CODE AND PRODUCT AVAILABILITY FROM MANUFACTURER (SEE SHEET 2 FOR AVAILABLE HARDWARE) 2 FRAME CONSTRUCTION 7.1. NOMINAL JAMB DEPTH - 5 3/4', STOP HEIGHT - 5/6' 2.2. FRAMES AVAILABLE AS FWSH (F-SERIES) AND MULT-USE (MU -SERIES) (SEE TABLE 6) 3. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 7. SCHLAGE LOCK COMPANY, LLC MANUFACTURING FACILITY: STEELCRAFT 6810 HILLSDALE COURT 9017 BLUE ASH ROAD INDIANAPOLIS, IN 46259 CINCINNATI. ON 45242 STOO CMFT N SUM DOUG CUTSKNO GIAZOD COIIMEROAL STEEL DOORS WITH ANO JT PANIC EXIT DEWCES FRAME PROFILE, CORNER DETAILS AND DOOR FRAME MATERIAL, AND SIZE OPTIONS IRGD07 K NTS AUTOCAD 1 6s 17 0 xAx OOOwwmn[ w yF BB'ORES eeN' pP®ysy [RE -. DESCRIPTION DATE APPROVED VAL ➢YG YFP OS/20/0] .1A. e,A• e[A•wm e�FA�'y� ED ➢VG RAP tV26/0] ED OVG RAP 12/12/07 TA•IN E➢ DVG YMF 12/I9/09 //roaaEss• ED PERNDHLCO YMF l2/19/09 ]s [Ya ED pER_MDBCCO YMF 01/C4/10 ED PER_.DHCLO YMF E➢ NAME JPD 11/01/13 BP OR W' p 21 J REVISED ➢VG JPD 02/OS/m SEE 6xT.D RI // N REVISE➢ DYG JPO OS/09A9 // BEESM.O OPCO pW me�malst mz My itTe w FG FGSLDH .3u G-LITE LNL N FULLY GLAZED HORVONTALINOrtAIL 3NOR2aMAt WaaAlLa KALFGLABS LONONARRUNUT0 NAPIIOWIIIE IRDOUCFREVIiED P [aspl)LtaXY Oe ibHtA uKm �RiP ApryWtRNe /S �a� OE% 10 m[B1'e�aAa E[pN�Yr q[IA riT rl+'1 M FDwt�w/rm�awmv e m aw"� f MNILOAYIJCxtOPENNOFOR CmFlGUAAnox aA Ls f oLo t+orxS-IIAX..7 ure MAX. �MUM.Ayu.ff roRcow.uAnoxBa NOTES, +rx+r MAx.OLALxO MAx.DL D, xAx GLnnNG +w sauAaE wcxPD OLo OLo DID OLo sxu' ns 1. DOOR CONSTRUCTION Tx31• vXw rxw Px3 wf xis••Ns 2. NOMINAL ODOR THICKNESS — 1 3/4' e• OLO•DAYUGHTO EIDIO SHOWN ON SHEET I AND TABLES SHOWN SHEET ON 2SHEET EXCEPT FORAVAILABLE CONFlGURA'DONS 3A ANDCJB.FlSEE NOTE 4 4, DOOR CONFIGURATION JA AVAILABLE WITH V VISION LITE AND 3B IS AVAILABLE WITH N3, N4 AND 55TYPE LITE. (SEE TABLE 1 MAXIM M GLAZING DLO HEIGHT EAND WIDTH AS PER SHEETS 1, 2, AND 7. 6. GLAZING OPENING DLO SIZE WILL CHANCE IN PROPORTION PATH DOOR SIZE (SEE TABLE 1 SHEET 2 v xs xE NI FOR LIMITATIONS) WSIox uTa 7• DOOR SIZE MAY VARY, SUBJECTED TO COMPLIANCE WITH FLORIDA BUILDING CODE AND PRODUCT AVAILABILITY FROM MANUFACTURER. maAss 6. CLASS LITES NOT LIMITED TO THOSE SHOWN, PROVIDED DIMENSIONS SHOWN ARE MAINTAINED. SEE TABLE 1 SHEET 2 ) � 'oaL'I- 9. DOORS WITH MULTIPLE GLASS LITES ARE NOT LIMITED TO THE DESIGNS SHOWN, PROVIDED THE DIMENSIONS SHOWN ARE MAINTAINED.(SEE TABLE 1 SHEET 2 FOR LIMITATIONS) 10, WHIN USING A CONTINUOUS HINGE THE MINIMUM DISTANCE FROM THE EDGE OF THE DOOR TO 53/To f f 5I 3n' M EXPOSED GLASS IS 6-1/4' AT STILES AND 7-1/2' AT MID RAIL EXPOSED E%roSED 11. DLO - DAYLIGHT OPENING (SEE TABLE I SHEET 2 FOR UMITATIONS) GLASSFAASSBEND RAONS MANUFACTURING FACILITY[ ��` Q�: '•UCEN ' SLHLAGE LOCK COMPANY, LLC )TELCRAFT 6810 HILLSDALE COURT 9017 BLUE ASH ROAD 1�'plI No. g6718 ;9N INDIANAPOLIS, IN 46250 CINCINNATI, DH 45242 II ' * ', THIRD NLLE PRO —TM 'ME; STFFLCxAFT H SERIFS DOUBLE OUTSYANG GLAZED COMMERCIAL STEEL DOORS WITH AN IIIIII�1''Il •�•O : : 1F ORAVN DATE VAIN UT PANIC EXIT DEVICES YMF GLASS DOOR CONFIGURATIONS. E2GY TE OF CIC XED eHOW� ' SURFACE APPIJED NUNIIND y N'P[m W Y 1FALSEDMDERBT I AIUNTINA53EMBLY Y IRGD07 K FAR E1D N—APRANGE SUFU—EMO YomDH.swm FJEOOSSEDPAMEL000RS MAYVARY TOTxEG FLww..mm D NTS AUTOCAD HEFT 7 DP 17 GLAZING TYPE 1 GLAZING TYPE 1 GLAZNG TYPE 2 GLAZING TYPE 2 LTR Drsc2DPnox u V DATE APPROVED GIA23MODETAIL'D' H a, /�'a.?,n�R GLAZING DETAIL'S' GLAZING DETAIL GLAZING OETLAS A APPROVAL DNL. TYF O5/20/W pwrTA®ovA Da— m.u,o LAMINATED GLASS DEZIGNER TRIM OPTION Ams Ri3ti1Aror STEEL TRIM OPTION LAMINATED GLASS uauxll 1� aAala ewln m tYhp U7 B REVISED OW0. RAP il/26/01 m [� '11 ILL S'DN�� =z_ G RENBFD OMC. PAP 12/12/07 m �� 1F/.D-or �.J Lne• .4V �R— D REMSED DWG. w 12/15/08 _YN/Mr srm� a �� o[nA A E REVISED PER-MDBCCO YYF 12/13/08 EXT Lis• rx 1/Y f0' OC �AY w X qV Px f a F NENSW PERJ/DBCCO 1MF 01 /04/10 ® MAX uxlsr-� r O RENSED PER_MDBCCO YMF 04/015/10 AY� tA• YAX EXT EXT �,ryjy0 N RENSm NAPE iD 1f /01/13 t b J RENSED ORD �PD 02/01/15 m I K RENSED OWG ,PD 06/0.4/75 fa d car_ ru, DEZIGNERTRIM STEELTRIM IEZIGNER TRIM 5TEEL TRIM TABLE B. bRNER DETAIL CORNER DETAIL LAMINATED GLASS DETAILS GLAZING TYPE 31 GLAZING TYPE 3 GLAZING TYPES AND METHODS GLAZING DETAIL'F GfAZINO ❑ETAIL'G' GLAZING TRIM TYPE OU21NG SEALANT JOIN FRAME OPTION I- N TRIM OPTION TYPE MATERIAL .m•xwcsmrm a.mow IEXAN BY SABIC DEDGNER 1/2- SKAFlEX 222UV �� _ SentryGlos '�Aa sxuL (nmem ®9 INNOVATIVE PUSNLS OR 1/4' OR O.O.D. elMu1 S'\T Interlayef ,M• sainon «eum R 46 C 1 1/4" OR 1/Z' 295UV w.1NUY�[R INT m �[ MTf Iran' DETAILS'0'&'E• S11:EL TRIM in6BEAD/B' �` ao2• — 0 onu\r-u Lm U � N N/A%D"S DEIIGNER 1/2' n25 I RRIn to' 00 (per c LAMINATED CU55 2 v r WITH SENTRYGLAS STEEL TRIM SIXAFLIX 'w`2 OR EXT ` Aao4ar 25' 4A%. 2 INTERUYER DOW CORNING _i9 /J EXTERIOR DETAILS 995/983 0.25' 0.25' �� L/C I¢Ar EXTERIOR tFb 'd, 'K & 'l' 1' STEEL TRIM 1/16BEAD /6, a25' '` nrlA 0.563' 0.25' BTE TRIM INi11Y6 GT rya i x�yY �� R-som 1-1/IV SUPERUTE II -XL^' 1( (DETAIL CONSTRUCTION DETAIL'H' [ 1-1 n BY SAFTI SECURITY VISON SIDOW C 552 OR INTUMESCENT GLASS CONSTRLICNONDETAIL'J WNT SENIRYGUS OOW CORNING 3 INTERUYER Ond BYRANFNEMO AMETTAT 995/983 1-1/16' SUPERUTE II -XL- 9/18' HS LAMINATED GLASS WITH SECURITYVISION fD ae uu 'HD�p•�•G' (DETAIL'F') 1/168 /B' BY SAF11 SFNTRYGLAS INTERLAYER FRAME SG-10 BYANEMOSTA 1' STEEL TRIM EAD MiFT SENTRYGLAS INTERLAYER PROFILE SHOWN FOR 1.1I16 GLASS CORNER DETAIL No. 8 x 32 Thm-Bolt (Factory Provided) NOTE&. SEE SHEET 16 FOR SPACING - —7 1. SEE SMT.1 FOR ELEVATIONS, SHL2 FOR SIZES AND SHT.6 FOR DOOR &FRAME MATERIAL IN L I SPECIFICATIONS 0 2. SEE SHT.J NOTE 2. AND SHEET 4 FOR ANCHOR REQUIREMENTS 1.75' O N 3. SEE BHT. 4 & 17 FOR WALL CONSTRUCTION AND ADEPTH A SYSTEM d 1.87EEL TRIM 19-3 1 4. SEE SNT. 8 FOR AVAILABLE OPENING SIZES. JAMB DEPTHS AND SPECIFlCATONS VARIES-MATEWAL: 2O cpcE A4a 67EEL 5. APPROVED HARDWARE ON SHEETS 1, 2. 3, S. 9, 10. 11, 12, AND 16 TO BE INSTALLED PER DEZIGNERTROA 9-1 MANUFACTURER'S INSTALLATION INSTRUCTIONS PROFILE 1•00" 0.375' MATE 0.3754OAA409TEEL 80-62' MATERIAL 1Y GAGES 19-4 �: AA�Qp14 DtiIIIII'r-, '/l, WIO PAOAI3 SCHUGE LOCK COMPANY, LLC STEELCMANUFRAFTRN0 FACILITY: 0.156 Q .. V 3@ '•. iin 6810 HUSADLE COURT 9017 BWE ASH ROAD ANEMOSTATOO.10 ` Q . WDIANMOUS, IN 46250 CINONNATI. ON 45242 ' 1 nRE: `+TTBfAAFrH SFRIE9 OWBtE WiSWiNC GL.12IDCOIafOTOAL sllil DOOR PoM -TIRTIWT PAMC DOT DEMLr9COUNTERSUNK - TrO.SD' HOLES FOR D:•01 GLASS TRIM OPTIONS, PlAft�IE4FIw11AFSOHSMS FOr- .3]5' Am,fbFrGEEL OVBEAOFOR G .E� Ipe IRGD07 K 1.750 STEEL DVERLAPPINO ' OTC 1\\\STEEL TRIM OTRIM9F,o„„m w'LD NTS AUTOCAD —11 8 °' 17 MATEIUAL• 200A A409TEEL 20 GAGEA40 Sil _ _ _ L (4) X #325 EXBOLTS (MOUNTED 4X 0425 SEX BOLTS ON OPPOSITE OOR FACE) FASTEN DEVICE THRU BOLTED WITH TOP AND BOTTO LATCHES TO DOOR p10-24 MACHINE SCREWS (MOUNTED WI (7) #1/4-20 MS) C (OPTIONAL) IX. LRTCFj268 STRIKE 299F/499F TOP S IKE -(STAINLESS STEEL) (STEEL) MOUNTED WITH yl p Pyp=1E0,WIITP lI F) yMIN.=12 • KSI CROSSBAR LATCH BOLT pUnU CENTERCASE TOP ROD /ON DUPRIN BB-F RIM DEVICE, USED IN CONFIGURATIONS, 1 & 2 MECHANISM CASE 4X 8425 SEX BOLTS n DEVICE THRU BOLTED WITH MECHANISM CASE /,-(!10-24 MACHINE SCREWS) PUSHEI R pp (OPTIONAL) AUX. LATCH 299-F 1499-F) 299E STRIKE BO OM ROD STRIKE TOUCHBAR (STAINLESS STEEL) BO OM LATCH MOUNTED WITH Fly 120,000SPSI 304L/284L BOTTOM LATCH BOLT STRI •E (STEEL) qA\ CENTERCASE GROUTED I TO FLOOR VON DUPRIN 98/99(F) RIM DEVICE VON DUPRIN 98 9 27 F SURFACE VER USED IN CONFIGURATIONS, 1 & 2 USED INI CONFIGURATIONS: 4 NOTES 1.ELECTRICAL FUNROVEIIB BUILATIONAND FIRE RATINGS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWER AND APPROVED BY BUILDINGOFFICIAL. 2 EXIT MARDWARE 9 SERIES- 4: FOR BS`F 6RIES - 9 SERIES-E; TRIM: NS ALL RX.PLI L%, S5, EL C%, F; TRIMAVAILABLE PN MODEL OFFERIMS AVAILABLE FOR; AF SERIES - FUNCTION E; TRIM: ALL APPLICABLE TRIMS AVAILABLE PN MODEL OFFFAEO. TRIM: ALL APPLICABLE TRIMS AVAILABLE. / LAY C REVISED DVG RAP 12/14/07 = ! �fb D1Yl1 ewcps nrnm. D REVISED ➢VG YAP IE/14/OB -.� '. ti E REVISED PER-MDHCCO YKF YMF 02/W/09 OL04/10 0 STATE OFf�` F REVISED PER_MDHLC➢ ' s '• ORIOA .• �� SiaNALI G REVISED PER-HDBCCO YRF 04/08/10 ENG��N` H REVISED HAKE IP0 11/01113 -TOP LATCH J REVISED DVG JPD 021L, K REVISED DVG JPD 09/09/19 CENTERCASE DEVICE CENTERCASE GLAZING MATERIAL SEE TABLE 8 ON SHEET B. SECTION R-R SEE SHEETS 1, 2, 3 AND 7 FOR INFORMATION ON THRUBOLTED TO DLIGHT OPENING, GLASS TYPES AND SIZE HORIZONTAL MID -RAIL EXTERIOR TRIM LIMAYITATIONS (NOT SHOWN) DEZIGNER WITH (4) 310-24 MS TRIMA F I-12 GAGE MID RAIL REINFORCING CHANNEL SEE SHEET 15 FOR (CORE MATERIALL 7.5" MIN 6' MIN. 20 EXTERIOR DE I I `R GA CUTOUT SIDE / REINFORCING CHANNEL �((ODllC TREVfiBD Y m�W/bl.1OMFlDAM �✓S'D��d�STEEL TRIM p6-18 % 1 V4 OHSMS F•st,6�ai`'-' (OPTIONAL) f rG- • V4� 12 GA MI RAIL REINFORCING D CHANNEL Ie I CUTOUT 1.66'� REINFORCING CHANNEL DOOR VI➢TH-12 \ VARIE l L64 MIN saxD RAmus MANUFACTURING FACILITY, SCHLAGE LOCK COMPANY, LLC STEELCRAFT 6810 HILLS➢ALE COURT 9017 BLUE ASH ROAD -�- INDNNAPDLIS, IN 46251 CINCINNATI, OH 45242 TNIRD ANGLE PIAJECTI011 TlilE afEELCRAFf NBFNIEB OODaLEOUISYANG GLAZED CONMERCUL9TE0.DROPS WIiHANO DAAYN W WRHOUf P,WIC ENTDEY,CE9 Y IF EXIT HARDWARE FOR GLASS DOUBLE OGORS. [NECKErt IRGDO7 K JPD s` NTS I AUTOCAD `""` 9 1,17 338 TOP STRIKE---/1G-24 M$ (t .-•�v %'/ LTR DESCRIPTION • v DATE APPROVE 33a TTF eTRD2 r (2) E0. ` LICBryS,� .0 �R Q p APPROVAL DVG EY.F 0/07 11 *P1® ' C REVISED DVG l4/07 VISED VON DUFFU 3347-F CONCEALED VERTICAL TOP LATCH ❑ _� : Deem P D REVISED DVG H/OB ROD DEVICE TOP uTa TOP ROD + aT¢I x : T * E R[VISEO PER MDBCC0 3/09 Top qW 33e S�RD0: MECHANISM CASE 4 ��(rST�'• ONIOA (//� F REVISED PER-MOD000 04/10 CENTERCASE G REVISED PER-MODCCD 00/10 uEO1NeSN CAs[ 338 STRIKE ///I77I I1(1111jl' N REVISED NAME 01/13 mIT[xcAa DEVICE CENTERCASE THRUSOLTED TO J RMSED DVD /19%KlwvEXTERIOR TRIM K RENSEOWG09/I9 a PUSHBAR (NOT SHOWN) VATH WEATHERSTRIPPING DETAIL (4) �10-24 M$ (ALL DIMENSIONS TYPICAL I7(011DCf 9L4blu EXCEPT WHEN SPECIFIED) Us-Pblw /.r- Flo BOTTOM R00 nWNp /I-a�- EyfTIYll qla C-irt� wsNeAR eDT[oR RW �y' %S�'7' BA VON OUPRIN MULLION 1[ Inp[TW. p BOTTOM LATCH KR 9954 MULLION � 9954 MULLION D W1TW uTw pp [I MAOITHEISCIREVS t% 9/[6-18 3D A BOTTOM �B IL % N1 STRIKE (STEEL) 1 fY'12aH11 Nn Tr: / FAYo120Ns MEWS II GROUTED INTO FLOOR a [E ➢ETAtL '[-1' !/ VONDU N90947-F(GONCEALED)VERTICAI ROD CW-"- [II ➢TAIU Sme¢(DR¢) UBEDI CONFIGURATION:& \ 2%I/4-20 MACHINE SUiEVS Z) EA. MS 299F/499F TOP STRIKE (4) X A925 SEXBOLTS r'1-- 2.000 TO MOUNT COVER (MOUNTED ON OPPOSITE DOOR a (STEEL) MOUN D WITH �F'ACE) FASTEN TOP AND BOTTOM (3) N10- 4 SMS KLATCHES TIT DOOR LafD(DA Fy MIN.= 20 KSI !(MOUNTED WITH (7) 0I/4-20 MS) NUWON A8eOleLr MILLION BDO _ TOP LATCH •5. rR Ww- q SW GRDE S7EE1. MECHANISM CA E TOP ROD Pxr zeD EM CENTERCASE STRIKE SS �/I�[ uDFMIDFI 3] SPs[Es rtAtUiEf WWVEO A EERIES F[ATIDe2 SMOOTH MIII.I.IDN $ 0 E O v �YWT0 MCCIWIISn usE Ivauwsx DASE UX. LATCH am.PHaOr) Illlll 3xnou aTEEL 299-F (499-F) Ns 0 �,� uAclm+esaFwe n PUSH AR ��STRIHE axnnusT[EL F[•1�°Ktl MOUNTED VATH NacwNesWDws B7s' A @10-24 SMS IY•TmxN 3a' DC. VONOIARD[3135(7-F CONCFALEDVERTICALROODEVICE Fy�120,000 PSI 3.9' OlY:4Xbf61e USED IN CONFIGURATIONS` 6 OTTOM ROD LATCH BOLT Oly:xxtli4le MULLION FITTING B620 'AALNINE801EWs 299E STRIKE Iucwxaswe7s STEEL h"Iin1i HASE l 1¢AD I TTOM LATCH Fe'T /EDGE aISTANCE L -BA OTY:4%6Nbte I I I SPACMG SNM FOR BASE I t I OTY:4%9116TI 304L/24 L4 BOTTOM �µ610NAy�gggy FITTING INSTALLATDYI ExPµ90Nµdtt)pe ro� .S�IIKE (STEEL) pl\ nw[va[e NuuOx base mnND EW�>aE�w�I IWu. 4X H425 SEX DOLTS �>$ (DEVICE THRU BOLTED WITH MECHANISM CASE �010-24 MACHINE SCREWS) 00 (OPTIONAL) 299-F (499-F) TOUCHBAR STRIKE MOUNTED WITH 010-24 SMS yJ20,000 PSI NOTE : ELECT) LATCH B<1LT PARTOFTHIS CENTERCASE OFFICIAL. FJIITHARDWA D FLOOR f7:DEDMEN1:TTrruptW yyrr�l `,?" '4.. �.�, -:" ST�gENGTN�'w CnET�6 9/9957(F) THREE POINT EXIT DEVICE 3DDaPbI WA9RE68NE NA:?1s- STRENDTHDpNCRE1E D TACT 'L__-_- ' 1 CONFIGURATIONS. 6, 7, B L 9 DETATL 'C-P' DOD RADIUS MANUFACTURING FACIL: SCHLAGE LOCK COMPANY, LLC 6810 14ILLSBALE COURT INDIANAPOLIS, IN 46250 � 9017 BLUEROAD CINCINNA IADH 45242 THIRD AN0.SH TION YITLE: 9TEELCRAFTN SERIE900VBLE OUISWWO GIAZEO COMNERCIFLSiEEI DOORS WIIHi DINSTALIATION AND FIRE RATINGSARE NOT DRAVN MTE WOHOIITPµ10EIOTDEVI[ES TOSERVAEWEDANOAPPROVED BYBUILOING YmFi EXIT HARDWARE FOR GLASS DOUBLE DOORS. (HE — FUNCTIONS E, FM UL SS. EL. U. F v) PROVED stE IRGDO7 VAI�Ea•r5 JPDL » a`"`D NTS I AUTOCAD TDxT 10�17 $12-24 MA SI Fy min-120,0I 12-24 MS Fy min=1 0,000 PSI ISCHLAGE L/LV 9000 SERIES MORTISE LOCKSET W/O DEADBOLT I SCHLAUL L/LV 94VUl5LKItb MUKIISt LVUr=1 W1 U-0-1 nccn 1u rnunr_iiaernuc. - USED IN CONFIGURATIONS: 10 112-24 SS Fy=120,000 Fy�120,0DO pp12-24 M Fy mIn�1205-1� MS ,000 PSI ( SS o� Fy=120120,00000 PSI R120, MS SS Fy=120,000 PS FALCON, T-SERIES CYLINDRICAL LEVER LOCKSET (MIN. 1/2' THROW LATCH). USED IN CONFIGURATIONS: 11 ��111 ON101j/// �. ••••••• :. UCE/y ' i - Avaen8 - JISGBY - iwpe�R8114 >f LD1 DESCMFMON A APPROVAL DWG YMF B RMSED DWO RAP C FENSBD OM RAP D REVISED OWO YMF RENSEO PERJdOBCCO YMF F REVISED OWG YMF OF G REVISED PER-MDBCCO YMF H RENSm NAME �D a . RMsn owc PD K REVISED DNO MD FRooucrR¢vtcm pM pftnMwM IY Fbltl� AEal� Syll>rr+ib A CAL FUNCTIONSIINSTALLATION E RATINGS ARE NOT PART OF THIS AL AND TO BE REVIEWED AND ED BY BUILDING OFFICIAL MANUFACNWNG FACUTY: SCHLAGE LOCK COMPANY, LLC STEELC AFT 6810 ICILSDALE COURT 8017 BLUE ASH ROAD _ INDIANAPOLIS. IN 45250 CNCNNAD, CH 45242 CIIM DHAR N SDt05 DWBIE MM G GAZED COlO1DiGAL S1 DOORS W AND AR YE11PAMCDOf DEVYiS° A0A" HARDWARE FOR GLASS DOUBLE DOORS. {}.� —N6 IRGDO7 Rk K V R E V I S I O N S L9000 SERIES LOCK `QO .. �'. rF/ LTR DESCRIPTION DATE APPROM MECHANISM. WITH �`� cENSF ' P ADDED 12/te/oe OR WITHOUT DEADBOLT D 71 1✓, c oExsmsER.-Nuecco as/Da/lo (SEE TABLE 1 ON SHL2) NO SERIES LATCH * ; APB } x PEVISEOJIANE "/01/15 iQ [Q =•O :51Ea,B Caul 4': J REVISED 05/05/15 AIroM1OHAEo10 iT0A60F L!/: 112-24 MS SS �� << ••.,LORMP Fy-tz0,0Do PSI IN Fy mine 20 Ksl Y,f 7 Fy min=120 ksl IV e , SCHLAGE CO/AD MD OR MS SERIES MORTISE LOCKSET SCHLAGE CO/A CY SERIES CYLINDRICAL LOCKSET USED IN CONFIGURATIONS: 10 (SEE SHT. 1) USED IN CONFlGURATIONS: 11 (SEE SHT.1) �4188 TOP STRIKE �- 3788 TOP STRIKE r OUNTED WITH MOUNTED WITH )R10-24 MS (2)g10-24 SMS FyMIN.-120 KSI rRoDUCfcENwp TOP RODTOP LATCH TOP R D nn =,ft WNamA MECHANISM CASE MECHANISM CASE TOP LATCH Rp1e✓/5 -10 V CENTERCASE CENTERCASE DrYI rl rwa 7TMOUC-HBAR TOUCHBAR I EXIT HARDWARE OPTIONS: I— s.sD »-I� s F-25-C & (F)25-V SERIES • FUNCTIONS AE, DM, LM, LK, KOR, ED, EL, EA, FSA, FSE, HWEA BOTTOM ROD TRIMS: ALL APPLICABLE TRIMS AVAILABLE. N BOTTOM BOLT Ij Bo7roM Roo NOTE: ELECTRICAL FUNCTIONSIINSTALLATION AND FIRE RATINGS ARE NOT PART jl ,—BOTTOM LATCH OF THIS APPROVAL AND TO BE REVIEWED AND APPROVED BY BUILDING OFFICIAL. 4188 STRIKE GUIDE�110 3788 STRIKE I�bdII/ 2130 BOTTOM BEND RAdlS MANUFACTURING FACILITY: STRIKE GROUTED SCHLAGE LOCK COMPANY, LLC STEELCRAFT INTO FLOOR �- 2130 BOTTOM INDI HILLSD , I COURT 9017 BLUE ASH ROAD UUU STRIKE GROUTED --�- INDIANAPOUS, IN 46250 CINCINNATI, OH 45242 INTO FLOOR iHRD AN0.E PRwEcna+ TITIE RIF£LDRAET x SENIES DODRLE WTSWINO O — COWERCIL STEEL DDDRS YAiN AND Yrtl OA M1xOUT PANIC EAT DEVICES YMF HARDWARE FOR GLASS DOUBLE DOORS. CHOKED FALCON F-25-C CONCEALED VERTICAL ROD EXIT DEVICE FALCON (F)25-V SURFACE VERTICAL ROD EXIT DEVICE n USED IN DOOR CONFIGURATION 5(SEE SHTA) USED IN DOOR CONFIGURATION 4(SEE SHTA) IRGD07 K EN APPrL JPD NTS I AUTOCAD I WMT 120,17 MAX UNIT VADTH 76. OR IW IMUM DOOR OPENING WIDTH (SEE NOTE) 2 t 5 E%TERIO 8 3 6 D y RIME%IT DEVICE WITH VON DUPRIN MULLION SECTION A -A CONFIGURATIONS 1, 2, 3A, 3B (SEE SHT.1) MUM DOOR OPENING WIDTH (SEE NOTE) 5 EXTERIOR \ S 3 691, 0/ 7 9 SURFACE VERTICAL ROD EXITDEVICE. SECTION A -A CONFIGURATION 4 (SEE SHTA) [MUM DOOR OPENING WIDTH (SEE NOTE) 1 5 EXTERIOR 8 3 0 y CONCEALED VERTICAL ROD EXIT DEVICE. SECTION A -A CONFIGURATION 6 (SEE SHT.1) MUM DOOR OPENING WIDTH (SEE NOTE) 2 1 S EXTERIOR B 3 0 9 6 3-POINT LATCHING EX E%IT DEVICE WITH HARDWARE MULLION SECTION A -A CONFlGURATIONS666 (SEESHT.1) ---MAX. UNIT WIDTH 76' OR 100' LTR DESCRIPTION — MAXIMUM DOOR OPENING WIDTH (SEE NOTE) A APPROVAL DWG YNF ➢ REVISED DWD RAP 1 L REVISED DWG RAP D REVISED DWG YRF E REVISED PER_KDBCCO YRF F REVISED NEW -NUMBER YMF G REVISED PER_MD➢CCO YMF 5 EXTERIOR 7 8 N REVISED NAME JPD 44 3-POINT LATCHING 9 J REVISED DYG JP➢ EXITDEVICEWITH FlXED HOLLOW METAL MULLIONSEE MULLION DETAIL SHEET 6 N REVISED ➢VG JP - SECTION A -A CONFIGURATIONS 769 (SEE SHT.1) ••AXIMUM DOOR OPENING WIDTH (SEE NOTE) —1 MORTISE LOCKSET. SECTION A -A CONFIGURATION 10 (SEE SHT.1) EXTERIOR VFIGURATION 11 (SEESHT.1) ND. A6710 ; • STATE OF I!.d, �f)�, `•/ 76 D DD: P.F��G )9dle 376 f Mason, 460401I1 FloddDN 96718 (SEE NOTE) 3 9 PRODUCEREWBED v..n.PMw.m DS PIo•Ia. ' a D Amino D4 6Egkw. \Q B B4aruwr v_l�ma 7 9 T. NOTES- U FDR MAXIMUM DOOR OPENING AND GLASS (DLO) SIZE, SEE TABLE 1 ON SHEET 2 AND SHEET 7 FOR LIMITATIONS. 2. GLAZING DETAIL K SHOWN, SEE TABLE 8 ON SHEET B FOR ADDITIONAL DPTICNS AND SHEET 7 FOR LIMITATIONS 3. SEE SHEET 4 L 17 FOR ANCHOR INSTALLATION AND SILL INSTALLATION DETAILS BEND RADIOS MANUFACTURING FACILITY- SCHLAGE LOCK COMPANY, LLC STEELCRAFT 6010 HILLS➢ALE COURT 9017 BLUE ASH ROAD _—(�- INDIANAPOLIS, IN 46250 CINCINNATI, OH 45242 JPD HORIZONTAL CROSS SECTIONS FOR GLASS DOUBLE DOORS. IRGDO7 OF CONCRETE CONCRETE CONCRETE UNlF1-1.��'�,;'�''`� 2' YN. UNIM 2' MN. UNTEL (�) lam•.::.' .' 1 I .SIR. 2 (TW)1 ..+ • �J� SEE SNT. Z (TiP) O KV r aO 4 p m0 m6� F 0 E FL 1.0 03 Z ~ / O = r2 ON HAT..2 FOR HDWE MODELS 8 ON SHEFOR o HDWE MODELS D oa �L.LOOI(yDE)e( �-Q9) OR G IFI A 1�� I// "-' SIOE1i'.iREIN f!4QNG LL�`IYll7NL� IllNl il<I l 1IYiSL _yy9 SEE HT.3 SEE HT3 FOR SILL FOR SLL SEE"TINSTALLATIGIN NBTALLATION v Iw two iY:e � m i :fin' YW m� :. • •a s�6• to !�8 moMc L RIM EXIT DEVICE, SURFACE VETTTICAI ROD DOT DEVICE CONCE SECTION 9-B BECKON &B CONFIGURATIONS I.2.3A, OB(SEE S)fT.1) CONFIGURATION4(SEESHT.1) CONCRETE CONFIGL CONCRETE UNT0. Y LINTEL R' Mm CONCRETE YP (TIP) .'.1 :.+, •.. SFE 9Li1T 2 ( ) RC 9S- 2 ( ) —T - o i 1.75' I� '�- S a 4 S 4 r C3 fO 0 Z p 5 ASA STRIKE Vb 1 ° S SHEEEIT ON TABLE FOR i FOR DETAILS g �TABIE 7 HDWE YODELS 6 p aN HIA FOR a >: po HOWE MODELS 0 0 0 r 0 0 =S s %AE � Sc oo S DE RBNi11PdNG RONMRdNO REINFORCING C ANNLL CHANNEL SEE SNES CHANNEL SEI FOR SLL INSTALLATION vee Iw BDm Ise Iw m10 FO INS ILIA rn �E MORTISE LOCNBET I� ra CYLINORICALLOCKSET. SECTION U. CONFIGURATIONIO(9EESHTAI SECTION — CONFIGURATION II(SEE SHTA) CONCRETE NIEL 4• MAv. SEE MT. 2 % f !O i m h ta4T848 0Zmm F 0-\ .o a� 1 SEE TABLE 1 00 ZO ON HT.2 FOR F HOWE MODELS O $ SEE HL3 FOR SILL INSTALLATION cam o¢rz )&,UOBR LATiWWG OETA =CFA1m VERTICAL ENT DEVISE T.1) FLOOR UICHNO 2' YOL 4-- W. 2 `Q SURFACE BOLTS SW60 BY IVES TOP k BOTTOM SEE HL3 FOR SILL INSTALLATION r AA p IDINIAA LTR DESCRIPTION DALE APPROVED SEE • ' A APPROVAL ONC YYF 09/20/07 •••5p, � B REVISED DWC RAP 11/2S/G7 T} :• SAS p�pSS:�N4,�q C RENBEO DODO RM 12/14/07 1 -'O : YF1e�mr46u 0 REMSED Om YMF 12/14/08 E REMSED PERJNDBMG WF 02/09/09 ��STATE OF '• �� F REVISED NEW -NUMBER YMF 01/04/10 sSipNAL `\ X REVISED NAME NMBER �/GB� S 3 CIASED DWG .PO 02/01/15 K PENSO DWG 10 09/09/10 I SiwNE SOE ID 12 GA RONNRO CASAA sE.E TABLE I HANNEL wTl Pwv. ON H12 FOR INACDVE DOOR USAF HDWE MODELS SEC SHT. FOR BILLS Z-AS1RA SNG(E PREP. INSTALLATION INALTNE LEAF 1m�i. ca MN LATCH TMRON' T 3/4' PBA STRIKE PREP Bor=-i/r ANO ASSEMBLY DETAIL iT LATOIINO OTid1 LATCH ORGY LATON DEVICE N'N!1 HARE MULLION mRF5110.D TBTEHDLG ON" IGURATPDNS S A B (SEEHT.I) BOTTOM Si BOTTOM STRIKE . .w G NED FLOOR W TO INTO FLOOR FI OOR L TCMINC DEFAIL FI ODRLATCH]NG O TAI QTT OEMCE CONCFAIFDIOD R M�T� aIRFAROD - FVIT DFMS,VFRTICA' EwK1 W 76E11A N, _G oay BAIe 1. FOR M DOOR OPENING AND CLASS (DLO) 92E, SEE TASTE 1 ON HEEL 2 AND SHEETS EETS 77 h B FOR LIMITATIONS. NOTES: 2 SEE HEFT 4 @ 17 FOR ANCHOR INSTALUTON AND SILL INSTALLATION DETAILS BENG RAdlls MANUFACTURING FACILITY: SCHLAGE LOCK COMPANY, LLC STEELCRAFT 6810 HILLSDALE COURT 8017 BLUE ASH ROAD INDIANAPOUS, IN 46250 CINCINNATI. OH 45242 TOAD AN(2E.,x,E OI SE1nF5 � O wmOUi PANG FDOi OEMCES YA4F 0° 0° VERTICAL CROSS SECTIONS FOR GLASS DOUBLE DOORS. G,O`ED ACYID Fu Dm Ma IRGD07 K FN0. APPN JpD Nnen+I.A ` NTS I ALI11 RLL` 14-17 u ug� n �j JJj dJ d 1.am" aWnl E s � x 3 o x J 3 o�Y�u' o F tl zu 0 0 s QQ yQ�y �lll �U .• ZaO.CxWZ m� myp wZZ /�W1~ YFZJ va H '' m W OyU Z S O O p • X � O J wa £ v m m � y llllllil IL lllllilllllillllilllill ll ll 111 � � � �� a llllllil lllllllllllll hill lllllll ll lull Q JJ a W 111 hill llllll lllllllllll lllllllllll) 111 w a z z a � llllllil llllll lllllllllll llll ll lllllll ll � m � �� z a � rn w 11ll llll illllllllllllllilllllllllllll lil � �� i 111 lull lllllll illll )lllllllllll lull 111 z W '� � °�z o � N x W N o llllllil l lull llllllllllillll lllllllllll �� +1 p N o o k+ llllllil )lllllllllll llllllllllllllllllll o p d y h )lllllll 1111111I1111 llllllllllllll w a = o a a'� 11111111 llllllllIIIIIllllllill Illl ll lllllllll xw R c m xrn c llllllil llllllllllllll 111 llll lllllllllll x o €+� m a a z W A � ofFFFI p wa a z Zm N py X p W Q h REVISION S punlluu, STEEL BUTT HINGE `��ON p: TNO i, LTR DESRIPTION DATE APPROVED 4.5" X 4.5" STD. WT. MIN. B12_24 MACHINE O; • CENSF"• ': A APPROVAL DWGS. 11 01 13 IVES 5BB1/3CB1 STANLEY FBB179/1900 4871§ B REVISED DWG. 02/01/15 HAGER BB1279 - 7// 3I•° �_ c REVISED DWG. 05/05/15 134" MIN. THICKNESS — brdon Thomas • QWte Fy MIN. = 36ks) T 59 86DOF CQdF� 4.5' o 0 MIN. O �1111111111 (15 MIN.) 12-24x3/4-FLAT HEAD C MAX. FROM MAX. ON CENTER UNDERCUT SELF DRILLING ON TERFROM CORNER CONTINUOUS HINGE SCREW DOOR LEAF TYP. I I I TYP. IVES 112HD & 224HD (15 MIN.) 12-24 % 1-3/8- FLAT STANLEY 661HD HEAD UNDERCUT SELF SELECT SL11HD o DRILLING SCREW FRAME LEAF ANTITY PEMKO FM —HD SERIES gr LENGGTH VARIES PER HINGE HAGER 780-224HD MAX ABH A240HD ALUMINUM 6036—T6 MIN o .110" MIN. THICKNESS 1 e a �z 0 o MIACHIV SCREW4R15ELFMIN. GRILLING EACH HINGE LEAF STEEL CONTINUOUS HINGE QUANTITY VARIES PER HINGE IVES 600 ' LENGTH oaooucraDVLssD .075 (14GA) MIN. THCKNESS 96� „"wftcw n�u+DoHe. 1012 COLD ROLLED STEEL MAX. `pity Fy MIN. 45ks1 a T 34.25" MAX. STAINLESS STEEL CONTINUOUS HINGE yy �1 ANEMOSTAT SG-10 IVES 700, 700CS o� N7f�' HIGH SECURITY METAL HAGER 790-900 VISION FRAME MARKAR FM-300 & HG305 ABH A500 9O 075" (14GA) MIN. THICKNESS 304 STAINLESS STEEL su7t awus MANUFACTURING FACILITY: Fy MIN. 31ks1 SCHLAGE LOCK COMPANY, LLC STEELRAFT 6810 HILLSDALE COURT 9017 BLUE ASH ROAD -�- INDIANAPOLIS• IN 46250 CINCINNATI. OH 45242 TNIxO ANaE AIOEL N II11E sfl a H S ZS OWSIE WiS1MNa aAg)7 COYYDlal6 s1EE1. 000x9 NM1M ANa CONTINUOUS HINGE NOTES: sHnra+ oo�n� P1TxaIHINGE OPMT TIONS JPD HINGE OPTIONS 1. QUANTITY OF SCREWS VARIES PER HINGE LENGTH, as MANUFACTURER AND MODEL NUMBER 2. SCREW SPACING VARIES PER HINGE LENGTH, vna H MANUFACTURER AND MODEL NUMBER 61RGD07 C 3. INSTALL HINGES PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS TUTS I AUTOCAD SHT 16 OF 17 FA-2iWIRE OR T MASONRY ANCHOR INTO GROUT FI I FO FRAME BZ WOOD STUD ANCHOR AN IT BLOCK WALL UP TO 90 PSF 10. UP TO 90 PSF p 02 MAX. rND3 F a b W e' K 7' 2 0II a YAx. e'XB' WFt]NO (BEE 9101) u' as urx Sure m wn.aa 24. 0.0 YAX R— TO BILL wSTALLATIDN t DEINL'nI' I l Ixe' p G $ e'iY YN e'XC YA 5 (il (sEE s+T t) i xl�0i Bole crt b 111Au L]�wXVDi wa) iE H CIIXR w { ITA' fASIIX]A STXI[AT L6V[ AXC10r W - m,-.1e I]Ai WIIY OETAAWt FROM ROW PS YASOWf 08 % 1-3/4' e .CUT i8lE0 T-ANO OR (4) rOµ PP. W Q sau EYAOC 1MAX. EXT. �M SPA¢ -WOOD TD WALLS /4• MASONRY BLOCK WALLS 1 4' MAX. CCU ((GIRO) Z000 PSI GMOUt flU.EO IIA,7IIIjp'L/�JT�II,II� �, u �AA33C//I11SlD.1 VI Y eromuao eiBB1TNBA�wAEB• a Weu¢e BIB' x 0.98' Q Q Q Lm• ry YxlNe Xel WRE MASONRY ANCHOR MASONRY MAS;NNY T-ANOI01+ WOOD STUD OR UNIVERSAL i rM_ YN,. N51 T-ANCHOR e W SiEEt (D.oFe'I (LOCI( -IN OR WELD -IN) Fr +Y Yw.]B X51 E7pSONG MASONRY ANCHOR (F/A pZ OCRE MASONRY ANCHOR (EMA) INTO E2 YAlll LAO BOLT WTA W0A0 STUD C CONNCRETE WAIL OR CMII UP TB 9DP5� p• i UP TB BD PSF g� b 2'J uw. O ]• 0 BxE wsBAa :• •' O TBOO P9 IBIL c � \ExIWOR SNIY SP `0 PIN `0 PIN fRWT DNID (C-e01 BIU BEOO+ WALL IAp-W BIA11 1/4' MAx Typ. j�p� ANBWB�,%��{1II II�jIWppIQ�J.w LC y(f,• 'i � 1•.1, w Yf� LC 7•T� I `AV T� 120' aC,YAi e' x Y Ize• ac�u]iE I2S O.GMNL e•ze' OPENWD (EEE sxcU Ize• iauAz Its' aCYAi 4LL 11.5' CYA% xBEx.N T BETM..rM _\ 125' B. V e' x 7' W ex e OF— (SIE WTA) i b DETAIL. t_aa�a 'STEEL STUD WALLS 'STEEL STUD WADS. SEENOTE 1. SEE NOTE 1. DR LL/)mIN UNIVERSAL STEEL STUD ANCHOR ANCHOR WELD -IN OR LOCK IN WELD -IN OR LOCK -IN TO'— _ 11'w� I IY 11' - 1I. �IA% - ION Sk WPoESPWMNC LETML'C �• XAl. 1 4 % 1-l/4• TAPWN a SNT. 1 E: •Lmm Cn xILLIxBTAwnox AS RED AS REW.ED rroueLe oumxTro Doow ALBOBEB ex Te ],pe1) 2, p AIL ]• ]• YK Mil' o 1/4'zW/4 rAPcav0 OR 111X1-3/4• T5YIN.EaERTN "Du BENTDISTAxNE 0:.0.) '.�•� INTO C' (SC-.55 ED TNLTM DIS' NW. (m. BILL WBTALIATION BllIEVEW OD+ISroTA_W( `E)_{ /ExTBLW �p (zm Yw.) ,NIRD MXAI r,o ,Tr SHY BPATE w/r MN. d—..T oTEs: YMF TOM w/Y MN I/Y YNL (()WUpp oR ('))SWL STRUCTURAL MEMBERS OF WOOD 3m4Q(T WOOD STUD WALLS ABD STEEL-STUC WALLS MUST BE DESCND) TO CARRY O�XEO xFRS PoXTR B.T. SEE NOTE 1. AT LEAST 312 //FT. WAD FUR Ap9LBUES RATTD W5 PSF, PSW B1PAN0 T¢ D•nII 6/ ICI �T"Nj (T� z v INN ASYL6BfS RATUI O U PBG, W10O1 x1s-.0 IIMI(L7Ny�141011FfIII 'K(IIIIIIIIII`'•IgEla`gllWllll lll1 IIIryVlllllELyl/N711-III sxOU1D ESE VERNm BY THE MPRWquTE OKgM. +BETE iASRNWO ZMUYBER OT XMUM DI TAR E BETWEEN BPENWO HDOITS IB A SLONE O NW UYTR:O BY YAI011UN DISTANCE BETYrIIN ANCNO+S, SHOWN EOO(-PI AS NOOMM. dA-U ANO+OT NMD-W 4SOR &U. MS AWA0N & NIOIWINO STE MT ]. 4. 3 & 17 [DIJ; DESCRIPTION OOF 7�W}9=�nP "0AfAI CONCRETE CONCRETE LINTEL SI10VN LINTEL SFwVR NAY VARY PER FAME HEAD MY VARY PER VALL FILLED w/3000 WALL CONSTRUCTION �'�•i ]•i i;• P9 QWUT CN+SIRUCTIOI AO BW.I }:� .! •. 2• DR FACE (7 GROUT FILLED 1 2• FACE ii VITHOUT 6 GROUT E3TERTOa D y EEIm= 6 1 I.m• 0 1.7s• ND1 - FRANE H AD S T70N Hna -FRANE HEAD SECTION VWD STU MIAYEALSOOBE 2' FACE -WITHOUT GROUT STEEL STUD CONSTRUCTION C�I g 6 ) mIDg 0 PRODUCTREVIW,O 47S• NewD4RN wfth evmW AtF�P+AaE�Nw D 0•py HDR - FRAME HEAD SECTION 6w"mNN, 1, w aYilw IT SCHLAGE LOCK COMPANY, LLC MANUFACTURING FACILITY. 6BL0 HILLS➢ALE COURT STEELCRAFT INDIANAPOLIS, IN 46259 90L7 BLUE ASH ROAD CINCINNATI, ON 45242 :NON DTLC STEELCRAFT H SERIES BOONE GUTS*NO CLAIM GOMYEADAL STEEL DOORS IWTM AND TE VATHOUT PANIC MTDENCES ANCHOR DETAILS / INSTALLATION CONDITIONS FOR ASSEMBLIES WITH A DESIGN PRESSURE RATING GREATER THAN 75 PSF UP TO AND INCLUDING 90 PSF REY IRGD07 n If a MIAMI•DADE rkM DEPARTMENT OF REGULATORY AND EC( BOARD AND CODE ADMINISTRATION DIV NOTICE OF ACCEPTANCE I Schlage Lock Company • 6810 Hillsdale Court Indianapolis, IN 46250 SCOPE: This NOA is being issued under the applicabl documentation submitted has been reviewed used in Miami Dade County and other areas This NOA shall not be valid after the expira (In Miami Dade County) and/or the AHJ (in r or material tested for quality assurance purpo manufacturer will incur the expense of such of such product or material within their ju determined by Miami -Dade County Product i of the applicable building code. This product is approved as described herein, including the High Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing No 1 through 13 of 13, prepared by the manufac Thomas Gordon, P.E., bearing the Miami-D, number and expiration date by the Miami-D MISSILE IMPACT RATING: Large an Limitations: 1. See Design Pressures, Sizes, Hardware at drawings. Lower design Pressure shall cc 2. E1Fom P200 (Polyisocynurate) is by Ellic 3. Use of Ives Viewers (model U696/U698) 4. Electrical/Electronic functions and Fire v approved by AHJ. LABELINQ Each unit shall bear a permat and following statement: "Miami -Dade Cou RENEWAL of this NOA shall be consider in the'applicable building code negatively al TERMINATION of this NOA will occur a materials, use, and/or manufacture of the pri sales, advertising or any other purposes shal this NOA shall be cause for termination and ADVERTISEMENT: The NOA number expiration date may be displayed in adverti: in its entirety. INSPECTION: A copy of this entire NOA shall be available for inspection at the job si This NOA revises & renews NOA #13-121 well as approval document mentioned above The submitted documentation was reviewed \ti"o MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sheet, Room 208 RESOURCES (RER) Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy Fl"L2E COPY rules and regulations governing the use of construction materials. The id accepted by Miami -Dade County RER -Product Control Section to be sere allowed by the Authority Having Jurisdiction (AHJ). on date stated below. The Miami -Dade County Product Control Section eas other than Miami Dade County) reserve the right to have this product :s. If this product or material fails to perform in the accepted manner, the ;sting and the AHJ may immediately revoke, modify, or suspend the use sdiction. RER reserves the right to revoke this acceptance, -if it is ontrol Section that this product or material fails to meet the requirements has been designed to comply with the Florida Building Code, P-D07 Rev K, titled "Steelcraft H series Double Flush outswing", sheets ;r, dated 05-20-07 and last revised on 08/30115, signed and sealed by County Product Control Revision stamp with the Notice of Acceptance County Product Control Section. Small Missile Impact Water infiltration (Threshold types) limitations in sheets 1, 2 and 5 of the rol the assembly. Company of Indianapolis. limited to +/-75 PSF. ags are•not part of this approval, such functions to be reviewed and dent label with the manufacturer's name or logo, Cincinnati, Ohio and Series �ty Product Control Approved", unless otherwise noted herein. d after 'a renewal application has been filed and there has been no change recting the performance of this product. ffer the expiration date or if there has been a revision or change in the duct or process. Misuse of this NOA as an endorsement of any product, for automatically terminate this NOA. Failure to comply with any section of removal of NOA. receded by the words Miami -Dade County, Florida, and followed by the ing literature. If any portion of the NOA is displayed, then it shall be done shall be provided to the user by the manufacturer or its distributors and to at the request of the Building Official. 7.17 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as by Ishaq I. Chanda, P.E. NOA No.15-0930.05 Expiration Date: May 05, 2017 Approval Date: April28,2016 . Page 1 Schlayte Lock Company NSJ-1IUB Ur' AC:4;EPTANC;E: E Vll)L{'NUh SUHM1"1"1'EV A. DRAWINGS • 1. Manufacturer's parts and sections drawings (Submitted under file as below). 2. Drawing No ERF-D07 Rev K, titled "Steelcraft H series Double Flush outswing", sheets 1 through 13 of 13, prepared by the inanufacti rer, dated 05-20-07 and last revised on 08/30115, signed -and sealed by Thomas Gordon, P.E. B. TESTS (Submitted under files 1. Test report or 1); ` Air Infiltrati( 2) Uniform Stai 3) -Large Missile 4) Cyclic Wind 5) Forced Entry Along with manufacturer's pare steel continuous Hinges & mo( No(s). CTLA-3045W dated Fel 2. Test report on 1) Air Infiltrati( 2) Uniform Stal 3) Large Missil 4) Cyclic Windll 5) Forced Entr Along with manufacturer's pat exit and Peep hole, marked by dated May 14, 2013, signed an 3. Test reports on 1) Uniform. Stat 2) Water Resist Along with marked -up draw prepared by National Certified dated August 31, 2004 , NC 08/26/08, all signed and sealed Note: Test report No(s): N i addendum letter, issued by Lal 4 Test report on 1) Air Infi 2) Water I 3) Uniforn 4) Large D 5) Cyclic 6) 'Forced Along with manufacturer's pa by National Certified Testing NCTL-210- 3357-1, both sigi 7.17/#12-0305.13/ #10-0209.06/#07-0829.03) n Test, per TAS 202-94 c Air Pressure Test, Loading per TAS 202-94 Impact Test per FBC, TAS 201-94 Pressure Loading per FBC, TAS 203-94 Test, per PA 202-94 3. and section drawings of Single outswing steel doors w/ Stainless ified Flat stiffeners; marked by Certified Testing Lab, Test Reports ruary 16, 2015, signed and sealed by. Ramesh Patel, P.E. �n Test, per TAS 202-94 is Air Pressure Test, Loading per TAS 202-94 Impact Test per FBC, TAS 201-94. Pressure Loading per FBC, TAS 203-94 Test, per PA 202-94 and section drawings of double outswing steel doors w/CVC panic 'lement Material Technology, Test Reports No(s). ESP011623P 1 sealed by Jason Sheen, P.E. c Air Pressure Test, Loading per FBC TAS 202-94. nce Test per FBC TAS 202-94 ngs and installation diagram of double steel commercial doors, Testing Laboratories Inc., Test Report No. NCTL- 210-03-0514-11, L 210- 03-3511-1 dated 04/09/08 and NCTL 210- 03-3549-1 dated by Gerry Ferrara, P. E. TL210-3549-1 and NCTL-210-3511-1 have been revised by an , dated Feb: 04, 2009, signed & sealed by Gerard J. Ferrara, P. E. ration Test, per TAS 202-94 -sistance Test per FBC TAS 202-94(Not conducted) Static Air Pressure Test, Loading per TAS 202-94 issile Impact Test per FBC, TAS 201-94 find Pressure Loading per FBC, TAS 203-94 ;ntry Test, per PA 202-94 :s and section drawings of double flush outswing steel doors, marked ,ab, Test Reports No. NCTL-210- 3580-2, dated March 25, 2009 and :d and -sealed by Gerry Ferrara, P. E. M.-erg } • Lh A H L IAhaq L Chanda, P.E. Product Control Examiner NOA No. 15-0930.05 Expiration Date: May 05, 2017 Approval Date: April 28, 2016 E-1 Schlage Lock Company B. TESTS (continue) S. Test report on (transferred f 1) Air Infiltrati( 2) Uniform Stai 3) Large Missil, 4) Cyclic Wind 5) Forced Entry Along with manufacturer's part marked by Certified Testing La CTLA 975W dated Jan 23, 201 283 2003 and, CTLA-1086-W signed and sealed by Ramesh P Note: Test report CTLA-1035N and sealed by Ramesh Patel, P. 6. Additional Reference test re' om file # 07-0829.03) n Test, per TAS 202-94 c Air Pressure Test, Loading per TAS 202-94 Impact Test per FBC, TAS 201-94 Pressure Loading per FBC, TAS 203-94 Test, per PA 202-94 and section drawings of double glazed outswing steel doors, ), Test Reports No(s). CTLA-776W dated February 20, 2002, 3, CTLA-882W dated Aug 29, 2002, CTLA-1035W dated May fated Nov. 17, 2003 and CTLA-1107W-3 dated June 30, 2004, all itel, P.E. 'has been revised by an addendum letter dated Feb 26, 2009, signed No.CTLA-1107W for strap anchor qualification. C. CALCULATIONS: 1. Anchor verification calcula ions per FBC 2014 (5" Edition) dated 08/30/15, prepared, signed & sealed by Thomas Gordon., P.E. 2. Hinge Load Evaluation rep it dtd 01/04/04, prepared, signed & sealed by Thomas Gordon, P.E. D. QUALITY ASSURANCE B 1. Miami Dade Department E. MATERIAL CERTIFICAT] 1. Material composition & F P25C-60 core by Pyrophc chemical consultant. 2. Material composition & ] Silicate mineral block, iss 3. Test Report No.12-1117" Flame spread & Smoke d� "Elfoam P200", issued to 4. Test Report No.16206-12: Characteristics of Bldg. m "Polyisocyanurate" issued 5. Tensile test report .# CTL. Division, sheet samples, t 6. Test Report No. 3094867& Characteristics of Building issued to Falcon Foam, a D Regulatory and Economic Resources (RER). fS (items 6 thru 9, submitted under file # 10-0209.07) mability properties and Material Safety Data sheet of Pyrophobic System LTD, dated DEC 05, 2010, issued by I. Zhvanetsky, flammability properties and Material Safety Data sheet of Calcium iced by Marshfield Door Sys, Inc., Marshfield. WI 54449. Lov 29, 2012, issued by Commercial Testing Co. for "Surface ty Characteristics of Building material" per ASTME84-12 for �lliott Co. of Indianapolis Inc. 1543 (1015P200(3)), dated November 29, 2004 for " Surface Burning Aerial" per ASTNM84 and self -Ignition per ASTM1929D for �by Omega Point Laboratories, Inc. to Elliot Co., Indianapolis, IN. k-776W (0194H), dtd 02/25/02 prepared by CTL, Architectural ested per ASTM E8, signed & sealed by Ramesh Patel, P.E. J-001, April 13, 2006, issued by Intertek for "Suif'ace Burning knaterial" per ASTME84 and self -Ignition per ASTM1929D for'TIPS", v. of Atlas Roofing, re -named as "ATLAS EPS' t �C wa.1 ltih�.t� Uaq I. Chanda, P.E. Product Control Examiner NOA No.15-0930.05 Expiration Date: May 05, 1017 Approval Date: April 28, 2016 E-2 Schlage Lock Company E. MATERIAL CERTIFICATI1 • 7. Tensile Test report No: Al sheet, prepared by Certifies 8. Test Report No. 3094867: Characteristics of Building "EPS", issued to Falcon Fc F. STATEMENTS: Except iter 1. 'Letter of conformance to by Gordon Thomas, P.E. 2. Statement letter dated Nc Donlan, Compliance End 3. Ingersoll—Rand press reli Schlage among others. 4. Department of State Cer as a limited liability com 03/17/06 and filed with t 5. Certification of Formatic Secretary of State of Del 6. Statement letter of confc prepared, signed and sea 7. Laboratory Compliance 8. Addendum letter dated I strength of grout, stud at marked-r p drawings, sig 9. Letter of certification da mechanical /functional > G. OTHER 1. This NOA revises & renc 2. One year conditional appr 3. Request for 1-Year renew 4. Test proposals # 14-0252, 5. Consolidation Test propo: 6. Previously consolidates N 02-0712.01, 02-0712.03, C 7. Technical brochures of bu Supplied by Schlage Com NS (continue) 3W1-Test 1, 2 & 3 dated 23 APR b3 per ASTMS-8 for steel face Testing laboratory, signed and sealed by Ramesh Patel, P.E. �T-001, April 13, 2006, issued by Intertek for "Surface Burning naterial" per ASTME84 and self -Ignition per ASTM1929D for m, a Div of Atlas Roofing, re -named as "ATLAS EPS'. #1, balanced items submitted under files referenced above. 3C 2014 (51h Edition), dated 08/30/15-; prepared, signed an& sealed 26, 2013 issued by Ingersoll-Rand for name change, signed by Jim dated 12/10/12, integrating the brands of Ingersoll—Rand and ication of Reinstatement for SCHLAGE LOCK COMPANY, LLC my, active and organized under the laws of the State of Florida, dated Secretary of State dated 12-08-2003 of Schlage Lock Company, LLC, issued by mce to FBC 2007 and no financial interest, dated FEB 02, 2010, by Gordon Thomas, P.E. -ment issued as part of the above test reports. 19, 2011, issued by Certified Testing Lab verifying wire anchors, )r, Strike plate and MA series Mortise Lock, supplemented w/ i and sealed by Ramesh Patel, P.E. 04/20/10, issued by Ingersoll-Rand for electronic CO lock series same as AD, ND and AD-M series. s NOA #13-1217.17, expiring on 0/05/17. ,al, subjected to successful verification test.. by Schlage Company dated 02/02/16, signed by James Donlan. 1254, #14-1086, #14-0254-R1 and #12-0797R approved by RER. . # 06-2468,'dated 04/27/07 approved by BCCO. A (s) associated with this files are NOA #10-0209.07, 07-0829.04,- •0908.03, 04-0203.03, 04-0303.03 and 05-0103.01. Hinges, continuous Hinges, Schlage & Falcon Mortise Locks, my (former Ingersoll-Rand). I haq I. Chanda, P.E. Product Control Examiner NOA No.15-0930.05 Expiration Date: May O5, 2017 Approval Date: Apri128, 2016 E-3 o kFj $ya INACTIVE ACTIVE 3 $ :1:75 ]RRl an]eia 19 INACTIVE P ACTIVE YaiuYPaart�TGtu DTa 0 0 . o ea•xiLWORMOo ]AlAvrDM 00'MA)LDOOR OPBMNa Y,WT1H E C I PAeR ,aCYUNORICAL SURFACE =40CYLINOW `YTT1a] D T1�,� LTR DESCRIPTION QO, .•• Ho A APPROVAL BVG YMF ENSE REVISED DVG YKF p I Z 10�1 '• _ P REVISED DVG YNF PF• = G REVISED PE"DBCCO YHF ,OH45DI0 :� W= N REVISED ➢VG YIG' GE R tlJal J REVISEDDVG YKF rc , •. ;F P; •'U,\`�� K REVISED NAIff .�➢ INACTIVE ACTIVE " INACTIVE ACTIVE 4: i,`SS/ %\ ONALa111� L REVISED Dvc JP]] I I M REVISED DVG JP➢ pETAiL'p' MBEI]NO DppR EDple ODDR(AMNUMT(mel,2],a DOORDONFIWIMTKNAI:a, B.Re11 VDN DUPPINPENOVABLE ��y HARBWAPEMULLIWL9 �� REMWABLE fMRDWIJIENNLIDN BEP Bf@ET ]a DOOACDNFIGNUIKlNS:T4a DDORCONFlDWaADp]k a0 NOMDUGLLIHO YUWON BOpIDOpIBARNE F LNa]L'N L�TALYUwOY MivW� [ELL 1 _ �� •-1 � FIXED HIXL(IY LD:Tu Nuuux aEEeHEETaae]x .11- ...... 1. THESE PRODUCTS NAVE BEEN TESTED TO HVHZ PROTOCOLS TAB201, 202 B 203.94 AND COMPLY WITH THE CURRENT FLORIDA BUILDING CODE. PR000Cf REVIVED NOTES: M n]iRPIHaR wllA roe FbrMA 1.INTERIORVIEWB ARE SHOWN FOR ALL ELEVATIONS(OUTSWING DOORS) 4RNN]K CaN taaiwaeq'al -OJ .OS 2.SEE TABLE I ON SHEET 2 FOR HARDWARE APPLICATIONS AND LIMITATIONS 3.SEE SHEET 3813 FOR HINGE REQUIREMENTS j'TL 1 4. BEE SHEETS 4614 FORANCHORING TYPES AND LIMITATIONS O.I E811EEIIIORWEATHERSTRIPPINGINSTALLATION DETAILS AND LIMITATIONS 0. SEE SHEETS 3, 4AND 3 FOR BILL INSTALLATION INFORMATION BIND RADIUS MANUFACTURING FACILITY. SC14LAGE LOCK COMPANY, LLC STEELCRAFT 6910 HILLSDALE COURT BLUE ASH ROAD -� _ C017 INDIANAPOLIS, IN 46250 INCINNATI, ON 45242 THIRD M E PRBJECTION TJ •ST—OISERI—FLUSNO OCOYNER a EEL OODRB DFACE9 DRAVN 1'MF Y11 W]MDUTPAMCEXR MIAMI42ADE COUNTY PRODUCT APPROVAL FLUSH OUTSWING, DOUBLE DOORS AND HARDWARE CONFIGURATIONS. TMCI® R- ]AL IL IRFD07 M Maximum Deagn Pmesure, Maximum DDOEOPon1n9 TALE 1 Lock ng Hardware Description Comments LTR DESCRIPTION Door CenOgumUon PSF St. e, In. A APPROVAL ➢VG YMF PoSittve No90- Width Hol9ht Hardware Family I Medal/Serloa Strike Model. Brand C REVISED DVG RAP IULV9400/AD MD 1D-072 Schlage FunctionWthdeodboll, D REVISED DVG YMF E REVISED DVG YW 1 75 75 96 9G Modiss lock 3/4' min. throw latch S M ANSI Fa1.D F REVISED DVG TIT V min thrar/ deadboit G REVISED PER_MDDCCD YMF 2 55 55 98 98 Cylinddcel Lock AL 1DO25 Schlage 112. W_latch H REVISED DVG YMP 3 65 65 96 96 CyOnddcal Leek D/NDIAD CYL 10025 Schle90 fir throw latch J REVISED DYG YME K REVISED tUME JPD O/ND/AD CYL 10-025 Schlage am" throw latch L REVISED DVG JPD 4 75 75 96 96 CyOnddom Lock T ANSI Falcon 3146throw latch M REVISED DWG JPD 5 96 96 Rim Exit DWce v 9a/90(F) 0091054 Von Dlpdn ror pals use (KR)9954 SEE NOTE 4. SEE NOTE 4. motion by Von Dlpdn 98/99(F) 299FI49OF Von Dupdn lorpairs use (KR)9954 8 70 70 96 96 Rim Exit Do%iw muirmn by Von Dlpdn 88-F 268 Von Dupnn 9N9V17� 2DOF1499F Top, 3D4U24BL4 Von Wpdn 7 70 70 98 B6 Sudaw Vertical Rod Exit Delos Bottom (F)25-V 3788 Top, 2130 Bottom Falcon \\\\\\\\Ilrllllly LtCEryS Q 1 Q Concealed VeNcal Rod 9819947-F 338 Top, 385A Bottom Von Dlpdn 6 70 70 - 98 Bey Exit DeVice = ' o• 4871Q0I for use (KR)9954 F-25-C 4188 Top, 2130 Bottom Falcon 299F/499F ToplMlddle, B 70 70 90 90 90l8957(F) Von Dupdn pairs Thrss,Palm Latching D1dce 304U248L4 Bellom mullion try Van DupM FP e See note N2 10 70 70 48 go I 9aM1957(F) 299F1499F Top/Middle, Von Dlpdn 3D4U248L4 Bottom for pairs use ((R)9854 till I I Ill\ mullion by Von Dupdn PRUDL'CFR V E 19ED msWl6 M 11 70 55 96 96 Rim Exit DIVice (F)25R 299F/499F Falcon i re M1A RorWA A=.'C�' LRrM Dpbd NOTES: SEND moms SCHLAGE LOCK CCFPANY, LLC MANUFACTURING FRCILITri CRAF S017 1. FOR DOOR CONFIGURATIONS 1, 2, 3, $ 4, INACTIVE LEAF REQUIRES IVES SB360 SURFACE BOLTS IN TOP AND --�- 681I N0.OLIS, I COURT4625 CINC NNAT ASH ROAD SLLE INDIANaPOLIs, n4 4s3sD CINLINNAT7, ON 95242 BOTTOM T n A—C PRO ECTIDN DDE STUD -AFT H SERIES DOUBLE RUSH OUTSMNO COUMFROAL SIEFl DOORS PAIN AN • 2. DOOR CONFIGURATION 101S USING FIXED HOLLOW METAL MULLION BETWEEJ TWO DOORS o .N HATE WITHOUT PANIC DDT DEVICES 3, SEE SHEETS 7 THROUGH 12 FOR LOCKING HARDWARE AND HARDWARE MULLION DETAILS YMF E COUNTY PRODUCT APPROVAL 4. DOOR CONFIGURATION 5 IS RATED FOR MAXIMUM DESIGN PRESSURE 390 PS H WHEN WATER INFILTRATION aeELxED FLUSH OUTSWINO DOORS AND HARDWARE CONFIGURATIONS FLUSH OU AND COMMERCIAL DOOR OPENING DOUBLE FLUSH DOORS. REQUIREMENT IS NOT NEEDED, WHEN WATER INFILTRATION REQUIREMENT IS NEEDED, IT IS RATED UP TO -75 PSF r'PNavca x M WHEN USED WITH SEALS BY ZERO INTERNATIONAL AND NATIONAL GUARD PRODUCTS (NGP) (SEE TABLE 3 ON SHT.5) IRFD07 M 5. SCHLAGE AL -SERIES CYLINDRICAL LOCK (door Configuration 2) IS LIMITED TO 166. PSF MAXIMUM DESIGN PRESSURE aG wevE JPD S "' NTC I AUTOCAD 1 2 - 14 avAxc� sT.E xORC AXIMUM OVERALL UNITWIDTH1D0 MAXI MUMOOOROPENING86 'OPL'AH '� 11LiM1UC NForpryi ©7 Gq, o I III 9. HINGE64✓•W- n rc xvaf REINFORCEMENT Sk O 11 1 I "'-V41S" �ii° r• (SEE NOTE 3.) e a DATML _ 11 1 I )�� 3 0. or NIn4[ O I FRAM NINGE �ro I I I I 4 5 B REINFORCEMENT EI TABLE E.' - 9 1 1 1 1 a o' xnK4. 11IJ 1 TOP 6 HTTM 103H _ fRAYE HINGI REWfOMD/l OUTSNING DOOR 1®. HINGEOETAIL (E%1EAIIXt YIEY!) SEE HINGE OPTIONS All DIHENMONS 4 I_ UNLESS SPEARED OIMERNTSE SHEET 13 i 1.00' MAX O.C. 2 Txrau)a sEE ADTC T. a SEE SHT 5 Dr�i a�Fti) i 3 EXTERIOR I EE SHT 5 ( 576'NOM. 1/4' X 1-3/ TAPCON OR 414 X 1-3, 3 VODD SCRE 1. 5' MIN. • 1.25' MIN. E.D. [XTO+mt t/4' X t-D/4• TAP 4mT EMBEDMENT V000 fSG-.551 TYPI -A d- INCTA eHON (SEE WT4) CI D TAI fRTDEVTEV) 2.5' E.➢. CONC N➢os stun I I F--..---�--'ICSI MIN.) MOTs As asDNMm VOOD OR CONCRETE SILL 1. WFATHERSRDPRNCAND 6ILL •INSTALLPERSM.6 E.D. - ED E DISTANCE 2. ANCHOR REOUIRfD4EN1& BEE 6HEET5 � A 14 FORAPPROVEOM'CHORMBTALlAT011 REONIRFMENTS D.HNGEREOVIPFNEMB: FORDOOROPENING lR TO W WGN•Mlx,!'1 aIIRMWGEB PoRDOOROPENINO CVERfIV •BB• NIGH •MIN I4)BUTT 10NGE9 LOCAHONS: 9.TE' f A0H RABBET IN HEAD TO CL OF TOP RING E 10.SB' FROM ROORlO0. OFBIRTOM NWGE f:OWILYSPACED W BETWEEN. FONAPP OVCDDSNTINUGU, HINGE E MODELS FORAPPflOVED COMINUOUe HINGE NODEl.6 eEEeHEET 11 12 GA. LOCKSIDE 4.SEESHEETB FORAVNLAHLESTANOPAOOPHiINGSRE9ANDSPEARCAHON9. REINFORCING S HAMWARE INSTALIAHON AS PER MAHUFACTURERB MSTMCfIONS�� 8. 4' FADE HEM IS AVAILABLE FO R FRPMES 1. APPLY MLHA9 NEEDED. I.66 8. SEE SHEET 10 FOR RECHGN AA BEE SHEET II FOR SECTIONS 69 AND GC B.EXITIVJi MEOPFIO": MR A XPBNSD SERIES MOTIONS E. RK M SS, EL. CKF TRIM ALLAPPIIGBLETRIMBAVAI TO SUIT 0 R HEIGHT FORW6 ERIEB-FUNCRONE TRILL ALL APR1G16LETRNW AVABABLE ' PH MODEL OFFERER PoRfWDGUXRX TN M:ALLAPPLICAOLETRWSAVAI E. 3,5' MIN. MR DSP, DSCA25-V 6ENIE9 •FUNGRDN$ OM,IN, KOR, FD, Fl, FAFBq FSE 1(fiFA TWN: ALLAF4lIGeLETRINBAVABABLE 10. PN)AOOEL OFFEHEO. ELECTMCALINSTALIATIONANDFIRRAHNOSARE UNDERSEPARATEAPPRO MUM M1IUSTSERENE`AEDB1'CORRESPoLtt1W0 ORITY. 12YCODE)APOWERT NOTU S, MONROPCH NCAL ROPENPIFMENTARY AUMAH LO WIRY BE ESSDTOALLOWED BYCODEMDR DOESNOT fSFECT LYIF ATW INPLO UOEBOF WTOLVICEANOIOR INHISR EGPESB,TO BE REVIEWED BYBNLDINOORIOIPl t1 RFDIS t0 THROUGH N pEODIRFD oxLv IF WgT):R INRLTMHON IBNETD®. 14.OWNTITY WILL MCPEAAE WNFN UBE]) WITII IHXSOW METAL N)RllON.9EE BHEET.B PoR DEfM3 AY •SF 1Ff%��•'/' �_ LTR A DESCRIPTION APPROVAL DVGS. YKF C REVISED ➢RIGS. RAP v6IDu1 .' - R� D REVISED DVGS. YNF E REVISED DVGS. YI8' .ORIOp;.•�G.�`S� NALE\\` -III)\\\\ F REVISED DVGS. YMF G REVISED PER M➢DCCO YIPS H REVISED DWG YMF J REVIS[D Z. K REVISE➢ NAME JPD L REVISED ➢VG JP➢ M REVISED ➢VG JPD 1 it 1 1 O ZERO 9INA iPS' ALUM fiDfi3 T9 5.50'XO5'X9S'MA% 11 SEE SHEET 5 WI M-•~ SCHLAGE LUCK COMPANY, LLC MANUFACTURING FACILITY- CRAF 1810 HILLSDALE COURT 9017 DLUE E ASH ROAD IN INDIANAPOLIS, 46250 CINC - CINCINNATI, OH 45242 TRHID AN0.E PM"TDN TITLE- STEAL FT H SERIES —RE RUSH OJISVING COMMERCIAL STEF1 DOORS WITH AND LVN GATE WTHDR PANLC EMIT DFVILES YMF MIAMI—DADE COUNTY PRODUCT APPROVAL `QED H SERIES FLUSH DOUBLE DOORS OUTSWING CONFIGURATIONS MOVED BRE FU IRFD07 M 7PD `A D NTS I AUTDCAD B" ET 3 14 F. aMRE OR T ML RY ANdIOHi INTp' CROUT Vl Irn FRAME u0 OCK WAI I YIWD SND ARCH➢R B❑ UP TO )5 PSF ] I I. B8'%98' x4'MC p B6'lIBB' Be'K0a• 21.0.0 - -�j 914)� '0 'REVISED PYG YNF 01/1)/OB ' MAXBABI 000N u.. F n.e' 4a ---••�` . F. REVISED . ➢VG YMF . OS/30/OR . 1B OPDtWO' I' F NAVEI000R.' MAKa01Y D0a1 •�@t,P E. Oflef(/� . T _ $ 1)b' oe. ,. aPOmla _ {- g1.9�1E�iAF / ��/� G 'REVISED PER_MOBCCO YMF OLO6/09 RA•na ,', �. .r .n4 F 'f I"�rtIDP.: '�'j�; M REVISED DVG TNT 03/10/69 S i1RB a 1�pFnt t;C I)b'0.e d / J REVISED.DVG TNT, 04/06,10 W nTAsq } u q W Ww*%% - Fill l 1111111Y . ` _ K . 'REVISED NAME JPO 11/0V13' xr nC B:SldS 4R{µ4pq Ile0.C. wR ' g L' RCVITm DVG 'JPD 02/OVIS j. MIAU.A➢OM 1 N�TTNUT Ii. 4C RI� TO � il' 4C M RCVISCO DVG. JPD OS/O]/IS YYYAAA LLL WIIADATgN.� DIOAL'IM 1AA '. DEWL'RI' .R OCTAL'M i . mAi4 xaao PSL wsarlar K w/4• .. a• e - OtOlT f1UID T�AMCN !O1 - 14 TOTAL FOR C:13 III . wi. CftRl<TE CTx17IETE ISKM LINTEL. SHaVN LINTEL SHOWN FRAME HER) MY VARY PER MAY VARI'.Pu Falco W/x000 Q CpL6jM fiTmll� •."'..!•; f P9 CRQIT t�BB E11MnRUCTIbI� :' ,i.:: • I.:; • AO ]]0.1 :•:::. ..,:!:4 ... • r:.e.:-: _ GROUT V - - EKE.: . . EKIXT. FILLED. sM_/ .- �slnH SPAfE - - •WOOD-SND WALLS. EXi. VITHOUT NASW➢IY BLOCK WALLS t/41 MAK SEE NOTE 1. •STEEL STUD WALLS •STEEL.STUD WALLS. GROUT ) CMU (C-80) R000 P51 - SEE NOTE. I. SEE NOTE.I. CXiLBIRR G FgEBI� OUT OLLED. _ �• u• ' A01530.1 UY F, -� 1 ��7�� H01'- FRAME HAD SFCTION. . -aWp!RAse SV .Q O 0 Aie' WOODSTUDOR UNIVERSAL AN OR % 11 I H➢P -FRAME HEA➢ SE!'TION 61B' K LOCK -IN OR WELD -IN) WIRE. Y ANCHOR.. MASO - MA" T-ANDNpf . . . � d• uwse Im T-ANMOR • e w. rnn-(4we1 � Ks � .UNIVERSAL ' C' FY YWJ•]e If9 T) 4H.-]e KS FPSDNO NASLTrARV ANCHOR fEL1A1 WITH STEEL STUD ANCHOR ANCHOR - - - - R A fl EwSTNG MASONRY AHOIOR (t •Al'INTO O - WELD -IN OR LOCK-INWELD-IN OR LOCK -IN . . .. . . . .. . . . . t w •. ND)" UP TO 75 PSF v YAY .: . 3' x. �. j4•. 31'raC B81n18• YAK:v p . .YAIOMUY DOOROPENING xl' C.C. y 1 KLIt1I ro su" ' ¢r ae 14' nruAK . .e'Ri 14'n""' '�'. e•K�W. ' 11' aC YAIL (SEEm (s¢ sxv) .� Iv B.cuAK 14' QC�WY.. FRYER 1O Ear vt t4• n Mi�I vaPNil 1 Ir �_ _-D• IP NAa r - VOOD STUD . ' LINTEL SNOVN - ' - MAY ALSD BE FA STEEL STIDI 2' CE-VITNDUT GROUT - ffi Ca1A�a10N /4'nK t-]/f TAPCOH CONSTRULTION ov suT. t. D&T1Su SLLIHSTAL TON ArooD SCREW A9'PFRIAPm. SC . Duaoa��eNm�ei_e . tl 5 EXM 177• - RIODUpC4F�ALyARD "=, WI�y(a4 ANMAKnH S-"0 L!M YAR 2' .r YAK EVA,". CZ S1<T ,?, . • -I ux. ZE HD3 -'FRAME HEAD SECTION', IC& I•LL.AA.,y Le• NN - ,41I . PBLW[S 4 _ 04']I-]/4' TA➢CUI _ Dl4fAWE blU-n4Kt-]/4' W�1' SEND WDIDT • .. I.2 • t@t. EusLDUENT .. 1.t1' lot, EDGE MANUFACTURING FACILITY. • O •,.�;� - IrerNt TN DISTANCE NN SCHLAGE LOCK COMPANY. LLC . STEELCRAFT sRL WST/uuiKNA SNEVRW "UCU(SG_= 6BI0 HILLSDALE COURT 9017'BLUE ASH ROAD ED. - EDGE psTutCE, z". Lc,.,� --�- _ INO[ANAPOLIS; IN 46250 - CINCINNATT, CH 45242 DISTANCEZOOO P4P4 6roUT 9� �Att ANWON D0.i -5101 SPALEJ HAG sCEtr ]/a DMonk CBNORE)E (x= WK) T RD AN¢L PROA:CTRON DDE �STEELCRAFE H SOROS DOUBLE FLUSH WRYAND CaRYERtlAL SIFFL CCORS riM AND I. ' i' MAK W/S' YIN. DIBEDEDIT A. MI[ RIDHOUT PANIC CPT OENCES FILLED.(o-cD) s/e' 0 n/r uN. H/A' uAK. t.(•IWDDD oN (•)STEEi STRUCTU . MEMBERS of Lwm ANCHOR DETAILS'/ INSTALLATION CONDITIONS CYu BL01t WAIL . Ex�1DNT WOOD STUD WALLS ,ARD $IFEL-S'ND WALLS MUST DE DE9CMD.TO CARRY YMF. . IVNus PDvm IPq - SEE NOTE 1. Ar T cox F/R. IDAO TmL ASSOUDIES tutor on.rs', . rJal]�c -. - FOR ASSEMBLIES WITH A DESIGN PRESSURE- RATING- ' "LB K1N( a0.T ], DD,,�� Dom, ws sMPSON SDtONO TIE �- �I I�III AND D�BC V FDR BY IM l6 RATED 9 80 Pss, %OBN OF.75 PSF. CR LESS StLB Sly OOAtlSTE jIpIWIDS��{FII 'sHHmkD eE vERRlm m nHE AwRDcwAYE amaAL. I1�I�IP(I(,�y II(II�yIjIAI+�'1� QI��L��►�-pJ�R'�� ,�p�L^f��{L��,� DErA lwauot�tµ vAW OPAN. I —IS Is : IRFD07 - N .I IW'D la�iE 4� O19 ON OU C Erma tt ac cx .wonals. sN . IIVV VVII " IIVV -u ANwOR Dm-w 'i. sWST&LL l TIDAULK AS N I ANwDNUNG SUE SITS. a 4. s e;14 JPD NTS AUTOCAD 'T 4 - 14 ' 100t-N. t]UA-U ANpQt- YDO-DI. l0IX-L4 TaGLE3 TABLE4 R E V I S I O N S PERIMETER SEAL HARDWARE WHEN WATER INFILTRATION REQUIREMENT PERIMETER SEAL HARDWARE WHEN WATER INFILTRATION REQUIREMENT ��(�LLD. ••" "'••y0 �i: LIP DESCRIPTION DATE APPROVED DOES APPLY ODE9 NOT APPLY O:' L`CENSP '•.�%(.� A APPROVAL DVG TNi 09/20/07 OEM MAXALL.Iffl F TOM _ 0.467 G9 C REVISED DVG YNF 01/09/OS NUMBER ...1. .0...N PART METALLADON NUMBER MOAFANo. PART INBTALIADON �� 4 F REVISED DWG YNF O6/02/03 BNTa DEBCRPDON PREBIURE'. MANUFAMM DETAR DETAR A— ESCRIPOON YANViAONRPA OETALL D➢TAIL TABLET 6M.SVEM1.1 TANLBI G REVISED PER_NDBCCO TNF 02/06/09 11 iM16NOlD y1 OO—RO VITL OOn P.E Opklr � SHBYIERODITL IV S9 BbVpA �� H REVISED DVG YNF 03AGA9 050MGP 'TZ' 'PY 11 TH .NOLO 9r M1O� �/� 11 PA34MLBMEP .75 DTEEWC '6' 'PI' w DWBYNADONALGUARD Y2 IDP,:' \�� U REVSEO PER1109CC0 IMF 01/06/l0 =OARO MT'L '0a1' 11 F TALDOORS-1 BIEELGRAFT %/ Q N� K REVISED NAME JP➢ 11/OI/i3 11 DKITABTMGAL 1T1 %w //p'NAIL I�AL L REVISED DD 52M 02/O]/IS i3TAIOp M REVISE➢ DVG JP➢ 05/05/IS to oav tIEIPAOMeBIVe 61NNEtv1EROIlTIY 9r axe SYZEItO 'Gar PERIMETER SEAL INSTALLATION DETAILS WHEN WATER INFILTRATION DOORSEAL 110 PBoru1TEELDRAPT rr w'a7r 1e SPLRABIPAOAL 71T REQUIREMEN7900 NOT APPLY ]0 5]BREROINR yIt• •A• 1]7BYN°P 'GGY �4rs xx DOORSN'EEP .71 INAD ]OINMGP 'Wx' to PSAMSELFADNESNe BTEFJ.CMFr q 'JAt' NIA 11 DaORSWEEP 1T] 0DRER00RY Or 'PI' WYATNERITRIPPNO x1 ONZEROW Y1' -M. 31 OOORTOP CAP 1m.RNFT R' OPTIONAL 6T GTAB AWULEBioP plea' xT0 1TONINGP YZ I 13 RAIN ORIPCAP +Ir1ER"" 21• TI' 'SEE SHEETSI& 2 FOR DESIGN PRESSURE RATINGS. Tr a we 18AMGP 91' PY Y M DOORTOPCAP .TS BIEELC— Tr 'N' V !I PARTDET AIL S I �' ''• v 1 0.125 r029 Yvtm°ue �pb78 I MDOBIE ts1• 0.13 CAi w'FmAaxc I ER 1�1\ 17b25 lylur lN• 13 FFT 0 i01EMI a610 40' BAN. 3.91 p 13 4 x1*. 1,— TI I7�� 391 —I 1-173—• 'i aEENOre1 E' e'IDR °aumlxOuuuOx sIO TI �Z -_ 'lT tLzs u.zs wxP-R.a� MN0[ Ja+] WHEN WA7ERINFIL7RATION I----SAO� ""�`" — — ROD6TAR01 NDI¢JAx1 TAIL'J REQUIREMENT IB NEEDED -MAX OP•N•7B POP WHEN WATER INFILTRATOR DETMv SEEN 2 PEROIETEROOOReEAL Dl1TALLATKIN 01NPl�O ANOJAMBB oETNLYI' REOUIREMENTIBNEEDEO-MAXI)P-N30PDF pFm1 ME1 M.MMD TrPE z�ixries�xao B�'p°�B� — — — — D75 DOOR YK 11 ZEROINTL" SERIE9 11 NADONALGVAROB]DBENEB 13 WPATHE�iBINPPINO 7 6fC�11. ®AAPpIAD TO ITEM8ISTHROUGH 7A REQUIRED IF WATER INFILTRATION IS NEEDED. L25 (xmE a) m •. yn. � ExTeRroit � � wlas miRAME mvlT osra'L's• CI FA&]EALDOOR 6WPPP O]EOMOIT EA FM oni® .0 1' 1/1�•NWn�T�Ig3Y � AN6 ©oom IO1R � or —1 yrr N°v 11 I 1 n.a ARV re ro mao su lO>-.mf x em `. Harr I =pt;D RAa auP DAp atz• .2+• MIL ENamIaNT RDL ma DDTN+¢ RLwmaTlD+r pg��, io coxLare aL 0.1+•� + BTj_1 AR Y1 � e0rtdM01Dml191M1 YrtLTminxlHwo MMAL1AnON ZERO lT1 DDVLED RAF f01 IUD• Yrz MGDNTFDIDMID l ION AOIUermm Bwl �_I/C EtPN EEuaD62 ar�tawu -N°OLING scREv oEr-LRvor g9O a°e a:g e N 1 1v I6 1 DDucraEVWA OErAIIYN' 1°A1' am 1Ar aso• wcaE 1e +' IR==.1n tb.Fkdk Do MMEP DD I—Isr I O O m...N.�is�ays�e._•es pEYARy ONTNL YW.'1.75• 0.B7S 031 ZERO NAR ➢ETAILT ETNLY f, BIMBIFD OpO0.6FAL IER01]P NG 1P�NN OIIRO 11, UETNL C OTRAR 9GY °0O ID 0000.6PAL 2D 21 OOORMWEEP O AalI18TABlENfOP 23 MRI OWPCAP ® L°ATOP AP 1PLRASN4\OLL 1 I`oM/IF4 PERIMETER SEAL INSTALLATION DETAILS WHEN WATER INFILTRATION REQUIREMENTS APPLY JSEE SHEETS I&2 FORMAX DESIGN PRESSURE- tar oerN' D m°'O1wEno°MB oeEYc�roxK1°+RNnoEli o�6PVRo°T°OPATE um axouoPnreo D 375 PS F 350 PSF rovop000RmEAoweATHERBTaPPIxa iwwlxvPRE�LESECRDxuwoporaronmw+DnDli> D MAX ..-..RIM ON REOIAREN.ENISAPPLY aFAa.�u.DmNevlPPnnPr�n.aulDlanRA�RcawPTAFonuLP:LMGATIox] wuw\ W1Om uuLa�°x �&MAX MANUFACTURING FACILITY- SCHLAGE LOCK COMPANY, LLC STEELCRAFT 4 681D HILLSDALE LDURT 9017 BLUE ASH ROAD INDIRNAPOLIS, IN4G250 CINCINNATI, OH 45242 0.06r�� TIDRa AWLE PRO"ITOI TfILG STE0.BATT N StRIE3 AWSLE FLUSH OUTSVING LT➢OffRCIN. STEEL DIIYtS VIrN I ]lY ilml DRAVN WE VITImIR INA CUT ➢EVICES E cA Cn E LO aMF DOUBLE FLUSH DOOR PERIMETER SEAL HARDWARE. EN®IIDIT 1/A�YI-a/. TAP L>S YOL [D¢ pllulCE 1/x'll1-J/.' T 1.]5' WI. lDOE 3 yL I.1D• INnL fMBmYDIT v1m I-om ell .11�• IInM111p a3/.�I T xm av00 ALL (SDµ3a) D i G A� R[V DAD. E1Fm� `R ENOD� wooDnis WR#E54°� PR° DN IRFD07 M DETAIL'N1' OETNLM DNE TA A]m/. OETAILIT I 2M91iY1') 6WEHVIGEJAYB HOLIOW ME AL X€I°UpMUOLLIM p—DETAR.— RZRONTIERNIPPNG BOO°RNWE)RINPPMO BLLBGA__, AN— HARDWARE- OfOROAOTON V _ 5 PP 14 EP WN NTS CAD N 1) TyJ� LTR DOMPTON DATE APPN— IJCENS A APPROVAL DWG YYF OS/20/07 -•••s'%r C REVISED DWG RAP 12 O3 07 �ggBggl�( D REVISED DYIG YMF 01 27 O8 E.Dab �aal�yACq Tf E PEMsED 2 2 YMF 04 09 08 fT fP� ip,0lL450l0 JJ �` F RENSED DWG YNF 04/02/0B CF 0 RENSm PER-MD6CCO YMF 02/08/09 ORIOA; % a xT3DEn lrronuerBRvwRo'Sr/r0,........... G\ �: K RENSED ■FeFbIA4wfaY(�IA1J WELD. NAME JPD 11ro1 WELDED WELDEDOElWELDEDhh UWFIII�""'v A A4 If-O So•OS L PEMSED DING JPD 02/01/16 6yM.i.DYIF r j u RENsm DWY: JPD o2/O7/tB 6ET.UFANOARCAVELD. HIM NOTCHED HEAD BITE ON TOP ASSEMBLY ANDBUTTEDBETWEENJANBS OFNOTCHEOJAMBH 1 TABLE 6. AVAILABLE STEELCRAFT FRAME CONFICURA71ONS a,*AAA FRAME JAMB MA%. OPENING SIZE MAlER1AL *12SIP rEAD SNSTRUSSTABLE 7. STEEL MECHANICAL PROPERTIES SERIES DEPTH WID HEIGH D CR. C TO HEAD CRS NRS0YIELDTENSILE /4/.eMATERIAL S1M ftEFNall F 5.75' e'0" g'p' CALV 12/.09a.CRS AJBBNOM. STAIN 16/.OSJ' HRS A1011 MIN. 30.1 MIN. 44.7 STEEL CALV: ASo A924 MU 5.75gip• gip' CRS/HRS 1B/.053'SS: 304.30621— MIN.73.2NOM. CALV14/O67' TABLE 5. AVAILABLE STEELCRAFT DOOR CONFIGURATIONS JAMB "MULTI.USE•6ERIEB CORE MATERIAL MAXIMUM OPENING SIZE SKIN MA ERIAL HEADNOTCHO ASSEMBLY PER SHi.12 WID ESCR. A. ANOBOLTEDBETWEENJAMBB auADPTONAL TYPICAL FRAME PROFILE 0.825" DOUBLERABBET VARIES T- 4' 2" MIN. 4" MAX FO NSADOPTIONALST I ;I• EAO SECTIONN L 0.625 JAMB NON. DOOR SIDE T EXTERIOR 1.9JBDO ' E7 1.938" A79 VARIES DOOR SIDE 1_ NOM. EXTERIOR 2"MAX ®FIXED HOLLOW ® FDH O HOLLOW METAL MULLION METAL MULLION DOOBLERABBEF SINGLE RIIMBEF —I D.625" � (— VARIES —I VARIES ZT I�DooR SIDE EXTERIOR �TVARIES 0.6: DOOR SIDE 1.94" SEENOTE94" EXTERIOR �DOM SIDEDOOR SIDE 2" MIN EXTEIOR EXTERIOR 4" MAX APPUCABLETOELqMAX 10 ONLY (SEE SHEET 1) MATERIAL 15 PER TABLE 7. MINIMUM THICKNESS IS 0.053' (111 Ca.) MINIMUM WELD STRENGTH - SB,000 P51 WNIMUM TENSILE STRENGTH - 46,700 PSI FRAMEPROFILE POLYSTYRENE VARIES CRS 18/.053- LERABB1:r POLYURETHANE SEE SHEET 2 GALA 14/.067' AVAILABLE DOOR PANEL CONFIOURAnONs (POLVISOCYANURATE) TABLE 1 TEMPERATURE RISE —� N10TH MAIL IS (•- �{ WI01NMA1L40• STEEL HONEYCOMB VARIES _"LESS 2.625" POLYSTYRENE SEE SHEET 2 16/.053' 1.936" MIN. POLYURETHANE TABLE 1 STEEL VARIES -T NOTES' 9VA 1. DOOR CONSTRUCTION NOM. 1.1. NOMINAL DOOR THICKNESS - 1 3/4' PANEL A 1.2. DOOR SIZE MAY VARY, SUBJECTED 70 COMPLIANCE HEIGHT WITH FLORIDA BUILDING CODE AND PRODUCT AVAILABILITY FROM 625" MAX as, MANUFACTURER (SEE SHEET 2 FOR AVAILABLE HARDWARE) NLTA. 1.3. PEEP -HOLES AND DOOR VIEWERS ARE PERMITTED TO BE USED OPTIONAL IN DOORS WITH A MAXIMUM DESIGN PRESSURE OF +/- 75 PSF VIEWER OR LESS. MAXIMUM 9/16' DIAMETER HOLE THROUGH DOOR FOR INSTALLATION ES SEE SHEET I3 2. VIEWER RRAAME CONSTRUCTION JAMB 5.75' 21, NOMINAL JAMB DEPTH - 5 3/4', STOP HEIGHT - 5/0' NOM. 2.2. FRAMES AVAILABLE AS FLUSH (F-SERIES) FLuBH EMBOSSED AND MULT-USE (MU -SERIES) (SEE TABLE 6) ' 3. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 7. BFNC RAUWS MANUFACTURING FACILITY: SCHLAGE LOCK COMPANY. LLC STEELCRAFT 6510 HILLSDALE COURT 9017 BLUE ASH ROAD 2" MAX. - - INDIANAPOLIS, IN 46250 CINCINNATI. OH 45242 Tom IME PR0 1 TTLESTEELCRAFT N SERIFS DOUBLE FLUSH OU75WRG COMMEROAL SRIL ODORS WITH AM Dru OA Wi1H0LIT PANIC FOOT DEVICES YMF °'�01 FRAME PROFILE, CORNER DETAILS AND DOOR FRAME D"m MATERIAL, AND SIZE OPTIONS APPPOY[O ONO", IRFDO7 M `ainn� Pnvm — WTI, I ALITOCAD 1 6- 14 4X #425 SEX BOLTS DEVICE THRU BOLTI #10-24 MACHINE SCR O (OPTIONAL) UX. LATCI 68 STR1K (STAINLESS OpMp�UN22T SM� Fy=12 .000 CROESSBAR LATCH BOLT CENTERCASE 4X #425 SEX BOLTS (DEVICE THRU BOLTED WITH MECHANISM CASE `010-24 MACHINE SCREWS) 00 (OPTIONAL) AUX, LATCH 299-F (499-F) STRIKE TOUCHBAR (STAINLESS STEED VEIN DUPRIN 98/99 CF) RIM DEVICE USED IN CONFIGURATION. 6 4X#425 SEX BOLTS MECHANISM CASE (DEVICE THRU BOLTED WITH �#10-24 MACHINE SCREWS) 00 (OPTIONAL) 299-F (499-F) TOUCHHAR ,STRIKE MOUNTED WITH #10-24 SMS Fy=120,000 PSI LATCH BOLT CENTERCASE VON DUPRIN XP98/99 (F) USED IN CONFIGURATION: 5 NOTES: 1. ELECTRICAL FUNCTIONSRNSTALLATION AND FIRE RATINGS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED AND APPROVED BY BUILDING OFFICIAL. 2. EXIT HARDWARE OPTIONS: FOR 90199 8 XP98199 SERIES - FUNCTIONS E, RX, LX, SS, EL, CX, F; • TRIM: ALL APPLICABLE TRIMS AVAILABLE. FOR 88-F SERIES - FUNCTION E; TRIM: ALL APPLICABLE TRIMS AVAILABLE. PIN MODEL OFFERED. FOR 33138-F SERIES -FUNCTIONS RX, LX, EL, S6; TRIM: ALL APPLICABLE TRIMS AVAILABLE. FOR 2670 GUARD-X; TRIM: ALL APPLICABLE TRIMS AVAILABLE • TRIM: ALL APPLICABLE TRIMS AVAILABLE. r (4) X #325I SEXBOLTS (MOUNTED ON OPPOSITEI DOOR FACE) FASTEN TOP AND BOTT M LATCHES TO DOOR (MOUNTEDT (7) #1/4-20 MS) 299F/499F TOPIKE (STEEL) MOUNTITH (3) #1G-2,4 SMS Fy MIN-10 KSi MECHANISM CASE TOP RO TOP LATCH ENTERCASE DEVICE CENTERCASE hs•�- THRUBOLTED TO � EXTERIOR TRIM � PUSH AR (NOT SHOWN) ° 2f WITH (4) 310-24 MS IF STRIKE B�TTOM ROD BO TOM. LATCH 304L/284 4 BOTTOM STR KE (STEEL) q8\ GROUTED�NTO FLOOR VON DUPRIN 9B%9927 (F) SURFACE VERTICAL ROD EXIT DEVICE DIL D I REVISED DVG YKF OV23/DO E REVISED DVO YNF 04/09/00 F REVISED DVG YMF 06/02/00 G REVISED PER-NDDCW YNF OV06/09 H REVISED DVG YKF 03/10/09 J REVISED PER_ND3CCO 2L 04/06/10 K REVISED NAME JPD U/Ol/13 L REVISED DVG JPD 02/01/15 PNODUCFREVIWO Ow..H�( C.* °TR df4 E9A••W41e�1- (4) X 8325 SEXBOLTS (MOUNTED ON OPPOSITE DOOR FACE) FASTEN 299F/499F TOP STRIKE (STEEL) TOP AND BOTTOM LATCHES TO DOOR MOUNTED WITH (3) #10-24 SMS_ MS (MOUNTED WITH (7) 01/4-20 MS) Fy MIN m120 KSi W+ TOP LATCH MECHANISM CASE TOP ROD CENTERCASE UX. LATCH • 29f1-F(49D•F) A/STRIKE, MOUNTED o �• PUSHBAR yy WITH 07G-24 SMS Fy--120,0DO PSI 299F STRIKE BOTTOM ROD LATCH BOLT BOTTOM LATCH 304L/284L4 BOTTOM STRIKE (STEEL) qA\ GROUTED INTO FLOOR VON DUPRIN 98/9957 (F) THREE-POINT LATCHING DEVICE USED IN CONFIGURATIONS: 9 & 10 RADIUS HANUFACTURING FACILITY, 6910 HIE LUCK LCOURT LLC 9017 BLUE 7 681I NRLSIS,I C4625 CINC BLUE ASH RDAD --�- 1NOfANAPDUS, IN 46250 CINCINNATI, DH 45242 -LC PROIECTTDH TITLE. STEFLCRAFT H SERIES DOOLE FLU. -WING CO-CiAL STEEL DOORS WITH AHI DATE WITHOUT PANIC EMIT DEVICES miner EXIT HARDWARE FOR FLUSH DOUBLE DOORS. JPD IRFDO7 e 0 6'a, J12-24 WOINE SCREWS AB-D2 MACHINE SCREWS Fy mN-134000 PSI /t2-24 MACNWE SCREWS Fr Blm-tzo,000 P51 � � a SCHLAGE AL SERIES SCHLAGE L/LV 9400 SERIES MORTISE LOCKSET CYLINDRICAL LEVER LOCKSET WITH 1�2° THROW LATCH W/ DEADBOLT. USEDIIN CONFIGURATION: 1 I ICDD IM Cf1MRICIIDATID • 9 USED IN CONFIGURATIONS: 3 & 4 IN,AF- - /-2YPSR P�txa J1��I FALCON, T-SERIES CYLINDRICAL LEVER LOCKSET USED IN CONFIGURATION: 4 NOTES: 1. ELECTRICAL FUNCTIONSIINSTALLATION AND FIRE RATINGS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED AND APPROVED BY BUILDING OFFICIAL. ?-EXIT HARDWARE OPTIONS: FOR 99199 SERIES - FUNCTIONS E. RX, LX, SS, EL, CX, F; TRIM: ALL APPLICABLE TRIMS AVAILABLE. PN MODEL OFFERED. �Tj'1 .CON M-SERIES MORTISIE LOCKSET W/ DEADBOLT USED IN CONFIGURATION: 1 338 OP STRIKEj"- ®10-24 MS I1QI r- (2) TOP ROD ♦ ❑ 1.6EA. TOP LATCH 5 MECHANISM CASE CENTERCASE 2.49 338 STRIKE DEVICE CENTER CASE THRU-BOLTED TO EXTERIOR TRIM PUSHBAR NOT SHOWN) WITH (a) #10-24 MS BEND BOTTOM ROD BOTTOM LATCH nBRDI I� (I OMWN 3851 BOTTOM 11 IL ac�� STRIKE (STEEL) GROUTED INTO FLOOR VON OUPRIN 9819947-{ CONCEALED VERTICAL ROD EXIT DEVICE D, I USED IN CONFIGURATION:6 JPD APPROVAL DWO YMF REUSED DWO RAP REVISED DWO IOIP REVSED DWG YMF REUSED DWO YMF REVISED DSRNDBCCD YMF REVISED DWO YYF REVISED PER-MDSCCO YMF REVISED NAME JPD REUSED DWO JPD REVSED OVA JPD ARODDCf RP,YIpED �B W�vNA lYe RcNy F rIA� ONiD%- �-t ID6e1 wrr SCHLAGE LOCK COMPANY, LLC MANUFACTURING FACILITY. 6810 HILLSDALE COURT STm.CRAFT IN 10 HI OLI$ E COURT SD17 BLUE ASH ROAD GNCWNATL ON 45242 3TEELCRAFf H SERIES DOUBLE FLUSH COMMERCIAL 51FEL DOORS WITH AND IT PANIC EAT DEVICES HARDWARE FOR FLUSH DOUBLE DOORS. ND. IRFD07 11A t1 4X #425 SEX BOLTS \(DEVICE THRU BOLTED WITH AKECHANISM CASE polo-24 MACHINE SCREWS) #12_24 MS 55 Fy=120.000 PSI D 2saF(4BaF)DTRIKE ;opSTAINLESS STEEL D //////// MOUNTED NTH (2) Ne 2H N51 W TCHBAR �FYM DD 4 CENTERCASE FALCON IF121 R RUA FXR CEVICE USED INDOOR CONFIGURATION 11 SEE&R.1 SCHLAGE CO/AD USED �4186 TOP STRIKE (2) MO N24 #OUNTED SWITH 10M TOP ROD TOP LATCH MECHANISM CASE N e__ lln ^ CENTERCASE TOP MECHANISM CAS SERIES LOCK ® p /1 ```Y11111111111!!!// ONO �/ r'S' A8 '•.O ��•'''/= O Thomas, P.E. GJ* Z IDSSdIcRcnnq�ee�I �� Florila • itl •��F••: ' �� LTR I J , DESCRIPTION A APPROVAL ➢VG YNF H REVISED DVG R AP C REVISED DVG RAP D REVISED DVG YNT E REVISED DVG YNF f REVISED DVG YNF D REVISE➢ PER-NDBCCO YNF II111111YY H REVISED DVG YMF J REVISED PER NDHCCO YW K REVISED NANE in REVISED DWG J PD N REVISED ➢va JPD 3788 TOP STRIKE MOUNTED WITH (2) #10-24 SMS Fy MIN-120 KSI -TOP LATCH CENTERCASE TOUCHBARI�� '— III TOUCHBARY 111,� L � �IIUI J~`-BOTTOM ROD 1Uf' tOnazT BOTTOM BOLT BOTTOM ROD SW 418E /-•GUIDE 3788 TRIKE BOTTOM LATCH 2130 BOTTOM STRIKE GROUTED INTO FLOOR 2130 BOTTOM �- STRIKE GROUTED INTO FLOOR FALCON F-2540 CONCEALED VERTICAL ROD EXIT OEVICE FALCON (F)26 , SURFACE VERTICAL ROD EXIT DEVICE USED IN DOOR CONFIGURATION 8 (SEE SHTA) USED IN DOOR CONFIGURATION 7 (SEE SHT.1) NOTES: ELECTRICAL FUNCTIONS/INSTALLATION AND FIRE RATINGS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED AND APPROVED BY BUILDING OFFICIAL. EXIT HARDWARE OPTIONS: F-25-C 8 (F)25-V (F) 25-R SERIES - FUNCTIONS AE, DM, I.M. LK, KOR, ED, EL, EA, FSA, FEE, RWEA TRIMS: ALL APPLICABLE TRIMS AVAILABLE JPD 'PROOL'CFIEvwo �1qP wIN r4 tuft A¢lpEwreNe pJ lB:Ty6161w 4r NO L- q0-32 MS Fy nln=120 Ksl R32-24 MS Fy do=120 k.1 SCHLAGE W/AD CY SERIES CYLINDRICAL I - _T USED IN CONFIGURATIONS, 364 (SEE SHT,D SCHLAGE LUCK COMPANY, LAIC MANUFACTURING FACILITY- 6810 HILLSDALE COURT 9017 BLUE ASH ROAD INDIANAPW.IS, IN 46250 CINCINCU0IATI, OH 49242 STMCRAYT SERIES H SERS C LBLE RUSH DUTSYIHG CGpRRC r PMaC EXR R:VICES HARDWARE FOR FLUSH DOUBLE DOORS. Mi IRFD07 v -MAXIMUM UNIT WIDTH 100' DOOR OPENING WIDTH (SEE INACTIVE in. \ I mil ACTIVE MORTISELOCKSET S-1 SEES 1 DOOR OPENING WIDTH (SEE NOTE 1) INACTIVE \ f!::� ACTIVE ELTESID& (y \ �� - CYLINDRICAL LOCKSET SECTIONS &2. AJ, AA ISEE SHT.11 U(IMUM DOOR OPENING WIDTH (SEE NOTE RIM PANIC DEVICE VON DUPRIN HARDWARE MULLION. SECTION A.S. A-S. A-11 (SEE SHT.1) MAXIMUM DOOR OPENING WIDTH (SEE NOTE 1)— 9 b rz 5 5 4 4 0 6 EBIF8IDB SURFACE VERTICAL ROO DEVICE ` SECRONA-7 (SEESHT.11 N NOTES: 1. FOR MAXIMUM OPENING SIZE SEE TABLE 1 ON BHT 2OF 13. 2. SEE SHEET 4 & 14 FOR ANCHOR INSTALLATION AND SHEETS 3, 4, 5 & 14 FOR SILL INSTALLATION DETAILS. 3. WHEN FIXED HOLLOW -METAL MULLION IS USED (CONFIGURATION 10 PER SHT.1) • OVERALL UNIT WIDTH IS LIMITED TO 10W. DOOR SIZES WILL DECREASE ACCORDINGLY. s �QON D. �.'. LTA DESCRIPTmN L J " LIOSry' y A APPROVAL OHG YHF G'• SE.:� D RCVISED PER.NDE000 YNF ° 4Q7�y H REVISED DV6 YMF J REVISED PLRJIDBCEA YKF d'dm P.E. dell K REVISED NAME JP➢ �pd9 BI}H,pL('guM1 L REVISED D1/G JPD M REVISED DVO JPD mo-- ➢RID(EN VR:V FOR 1O1D1 EE tOTE 1)MAXIMUM DOOR OPENINM) 6 IE ED CElIE610&OAI SV. VRNOR DEVICE SECTION AB ISEE bHT.1) MAXIMUM DOOR OPENING WIDTH (SEE NOTE 1) 3 2 0 IHOpCFRpUy1m, FRI 9 1.75' �•Wnj C1N�i•�WFLrNa AtSr•yee N• EyEnll� OSIe��-�7• 4 S 5 6 7 MN M.ef nbal 3POINTIATOMINO DEVICE 6 B HARDWARE MULLION SECTION A819EE SHT71 MAXIMUM UNIT WIDTH IGD' (SEE NOTE 3) MAXIMUM DOOR OPEING WIDTH INCLUDING MULLION 06' (SEE NOTE 3) MAXIMUM OPENING WIDTH (SEE NOTE 3)MUM OPENING WIDTH (5 II 9 5� 4 �6 MAIN% B 1 MANUFACTURING FACILITY- SCHLAGE LUCK CDHPARY, LLC STEELCRAFT 681D HILLSDALE COURT 9017 BLUE ASH ROAD INODWAPDLIS, IN 46250 CINCINNATI, DH 45242 RIRp AN[1E PROJECTIRI TITLE STEELLRAFT H SERIES pOIID.E FWSK WTSWNG CONMCRCIAL STEEL. DDDAS nWVN DAL[ VITHOLR PANIC "" ➢[VICES YMF HORIZONTAL CROSS SECTIONS FOR FLUSH DOUBLE DOORS. cxECNco IRFD07 EM4 APPVL s`"E NTS I AUTUCAD `T 10cr IM1EL (TTP) r Ima a' Yw, f ,• YAC 1 1 r Dg FLIIBIQB � 1( DOOR Ro wRw... ® Hppll pg• YAK UIT�i IT, T IN HMTT 00' _ � OEE .— A FOR SRL wsruunax lar YY o® 12Arr� � m �re 1#�I.11 r MK DOOR mFHIKO xDarr Ds' SEE STSEf A INSfAW lIIX1 v is Iw: FaDOmoAO°°me l.iSOf Y Mw. .(# C^1�'1 r,' YAK / I (ED61iDa I DOOR mm I T s°s• nuff 4 1 NIor I O0i0RUNi�i -Fm SILL 6 wsrADAnON w�wm rr LTR DESCRPnON DATE APPROVED Y lil A APPROVAL DWO YNF 05/20/07 ♦ YAK \.'�r•'J'••: � E REVISED DWO 111E 0,/Or/OB F REVISED DWG .1 OB/Oa/OB mnur D I REVISED PER-MDBCOO VMF 02/05/09 W H REVISED DWG IMF 03/1B/07 I.TS' 1 J REVISED PEAJIOBCCO TYF 04/08/10 exama K REVISED NAME .RO 11/01/13 L REVISED OM JPO Oa/OI/16 DOOR M REVISED DWG ID OS/0S/IO MDONO HEIONT DO' r Any°�m e w/4 CO�ucgy !.S. i 126Y CC MAIL ) Ff tOHAMXD. B D°�A .EE.'1IX10X0 Th F DROpw+ , OEIIMIR Nw ASA CUrM ED BIm Ca pAOOVL 00011 MIF � '• �' 1 11 '�.,NAII ENG�1�1�`x STE SNFEf K �^ fOR 9LL IJA• YM. [a M:Y wSTALUDON Ls• uEE Ca mianre c�EFAFw0.� AN . ELr Yx a® urn rn m°00°imER °UDVTA.voeonw rA tzioxsc� Arm sErnoxse¢e is 4' NOTES: mUTOI rxADle rm-T/�• 1. FOR MAXIMUM DOOR AND UNIT mM-1/1' + ; rla urw r� EArw OPENING SIZES SEE ELEVATION SHEET 1 AND TABLE 1 ONNSHEET 2 OF 13. 1 "'"m1O T01E�°0 2.SEE SHEET 4 & 14 FOR ANCHOR INSTALLATION AND SHEETS 3, 4 5 d 14 FOR SILL INSTALLATION DETAILS LTs ntoDucrREvtcen �•{I�� BDRwI SNRD Ew —"rl01wEU Drtnmh M um1Rn wm RDT am111 D airDE�EODR A do -0I �"I FLOOR LATCHING DETAIL FLOOR LATCHING DETAIL E�P11d1r Do,7 SURFACE VERTICAL ROD CONCEALED VERTICAL ROD EAT DEVICE EKIT DEVICE .rP+ Rahel ellD( 1 ®IOOISIDE e.D RAwos MANUFACTURING FACILITY: REOb SCHLAGE LOCK COMPANY, LLC STEELCRAFT 15,11111 HILLSDALE COURT 9017 BLUE ASH ROAD -�- INDIANAPOLIS, IN 4625D CINCINNATI, OH 45242 SEE 1NDm AN(aE PRDACRON TIRE: SIEELCRAFT N SENES OWBIE HDSH WTSWINC CoMYERQAL STEEL DOORS WITH AND WITHOUT PANG FIOT DEVICES 1 wsrAiunw YMF w/w/^T VERTICAL CROSS SECTIONS FOR FLUSH DOUBLE DOORS, CNETXED Ess xD. REV DAD IRFD07 M T DC APPL TPT] loAw, NTG I Al1TnCAD I SHEET 11 OF 14 3 TV p 1311INS I 2 12 A gqR 4 .20 jifffig '51.4 �ld .6 ih g . — F . . .................... ..... ................................... ................................ J NN T9,2911M. 1; No 8 ti USH oil o M cjj 9 5.:: 0 p ul O .............. . ro Pi Ho F— ....................................... ............... ........................................ z 7- ............... . ............... ........... ........... ...........UQ o < ° .o #12-24 MACHINE R E V I S I O N S (II �jj STEEL BUTT HINGE SCREWS LTR DESGRIPTIDN DATE APPROVED 1/UIIUIIII�LI�IIRIIRIOIIRIIOII IS 4.5" X 4.5" STD. WT. MIN. A APPROVAL DWGS. 11/01/13 �Il IVES 5B81/3CB1 B REVISED DWGS. 02/01/15 STANLEY FBB179/1900 i P40ouctuRvIBEo ©4 IVES ODOR VIEWER '—*ftw A.Fbd& C REVISED DWGS. 05/05/15 HAGER BB1279 134" MIN. THICKNESS AWN. 15-e4 ? S aI. ] Fy MIN. = 36ksi MIND ` e O� \Y� VON DUPRIN MUWON KR 9954 MULUON 9954 MUWON (1,15 MIN.) 12-24K3/4°FLAT HEAD 4x 5//16-18 MAT E SCREWS ems, 4X 5/18-18 UNDERCUT SELF DRILLING Fp12. min. 71�-F MACHINE SCREWS CONTINUOUS HINGE SCREW DOOR LEAF + dW Fy-120k., rft IVES 112HD & 224HD (15 MIN.) 12-24 % 1-3/8° FLAT L L RETAIL 'G-1' 1 It rEm A 'C-1' STANLEY 661HD a HEAD UNDERCUT SELF COVER SELECT SL11HD a DRILLING SCREW FRAME LEAF 2% 1/a-z0 QUANTITY VARIES PER HINGE MACHINE SCREWS PEMKO FM -HD SERIES MAX.6LENGTH �— 200o TO MOUNT COVER HAGER 780-224HD ABH A240HD ALUMINUM 6036-T6 MIN LOOK! 0 MULLION .110" MIN. THICKNESS i o ASSEMBLY 3,000 MULLION BOD .125 THK WALL OA 500 GR��ONNE ��S��TEEL B STRIKE FJ(7 2'BDISTANCEGE DEE �,L o MULLION O Q I1� ZSe-F 148s+7 is 91 D STRIKE MOUNTEDWRII o (18 MIN.) p10-24X 1/2• MIN. 2WF(499F) 71 3X8ID-24STEEL MACHINE SCREW OR SELF 8TP°K 0 MACHINESCREWS DRILLWC EACH HINGE LEAF MOUNTEDWITH 20"O.0 • ® Fy.1m KSI STEEL CONTINUOUS HINGE /� QUANTITY VARIES PER HINGE 3xala24STEEL 8 MI . IVES 600 / LENcn1 MACHINESCREWS 2.75° 075 (14GA.) MIN. THICKNESS 96° Fy-120K81 3,Q• o.c. 1012 COLD ROLLED STEEL MAX. 3.5" Fy MIN. 45ksi MACHINE SC TREWS CHINE SCREWS Ij MyLDON FITTING 8620 STEEL MACHINE SCREWS STAINLESS STEEL CONTINUOUS HINGE Frlmksl.un.� / BASE &HEAD y=1z°kdnan. IVES 7DD, 7DD0S �T QTY:4x SI1&18 EDGE DISTANCE & D.C. QTY;dxsrl8-1B HAGER 790-900 MATERIAL T T T SP FlCTTING ING HNSTALLATION WON FOR BASELT EXPANSION ANCHORS EXPANSIONANCHOR y y MARKAR FM-300 & HG305 MALLEABLE IRON ABH A500 MALLEABLE IRON MVIUON BASEFTFlING EMBEDMENP. O EMBEDMENT: 1 iQ•MW.IN 075 (14GA.) MIN. THICKNESS I I? Osasi =• "� , `tg4 �, 8�"'r,�,. 3oo0P81 304 STAINLESS STEEL COMPRESSNE .4':y4�. I'i ,r "'' COMPRESS NE Fy MIN. 31 kst 11tLIIIII11" STRENGTH DETAIL 'C-2' DETAIL C-2 CONCRETE CONTINUOUS HINGE NOTES: 1. QUANTITY OF SCREWS VARIES PER HINGE LENGTH, MANUFACTURER AND MODEL NUMBER 2. SCREW SPACING VARIES PER HINGE LENGTH, MANUFACTURER AND MODEL NUMBER 3. INSTALL HINGES PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS � N`tOND ��'i Q} CONCRETE eao RAOMs MANUFACTURING FACILITY: SCHLAGE LOCK COMPANY, LLC STEELCRAFT 6810 HILLSDALE COURT 9017 BLUE ASH ROAD INDIANAPOUS, IN 46250 CWCINNAT, OH 45242 NO. No. 46718 '9N '_ A F �I S ••.. • RIOP•: " \�` ,,.5j N(j � GorE/oP�i� 1t�� Dot. 3759 �rd�46}h �OUTt Mason. OH 45040 Florida 111 46718 - Txso Axac vRoacnoR ME. • s Douai[ wsx ISNNa rmmloN. snn coons w o rmKoul III IT IMMs HINGE OPTIONS . owI JPD wA4 alcacm wex.wa IRFD07 C aIa �Fo- NTS AUTOCAD I SHT 13 OF 14 AZ WRF DR T MASONRY INTO GROUT FILLED FRAMER ANO RLOCK WALL UP ro 9p PSF N, Bz D2 YAK T BB'XBB' 24. O.G YA%OLUY UOOR YAK WENIIC 2C pG YAK ••,•• ON A�DA "Q } 4 O.F YAK RLER TO OI59L] DETNL M U p F B5'FB5• uAAuw o°qt WdINO 1] BAS[AWHgI AO.DIe' WM IA1A' q4 D � Dr0°�Atl10�1�T �C 11 s4TE-]LL W m]Y. o "ED 11 W TSIAMM 11 MAR.'M iR P9 WSONRY /B E 1-3/4• TDTit�iOlan ORWT I' DiiWID T-AND10 I4 DW] sPACE�:. E%L �sld ePA2 'WOOD STUD WALLS 1/4• YAK MASONRY BLOCK WALLS 1µ• SEE NOTE 1. CMU (C-BD) 20DO PSI (KNREOUT FILLED ETe. 45 AROUT 1 TrnDm W WRE AAMDR %QD` Mtv • BRIGHT BASIC 9.BB• MASONRY OR RZ RASdRY T-M'CNDR ° DA S1FE1. (nD40•) iY YN.�.1B I(51 SDR UNWREMARK WOOD SA E61 M T-ANCHOR (LOCK -IN RW-INIENR) h mKEBNMASN O E2 ACMU ANCHOR (EAR D2 CONCRETE VATIH LAC WALLOR UP TO DO PSF°• BOLPT IoT0 WOSF SD10 YAK •:. S INAIL ce•I as^)5 :T1 :.{ B lY �� InYI 2 tmD Ps LB]ouT � ,/4' uAK� � & ZAC-�N TR. �� LaLE-W dA-U ANaM WaD-W T ce'xea• lu• 4-- uAxWUY OPENWO I23' QGYNL I.V D .11 116• GYAK lw 0�.- 6.FYAK RLL`ER TO YLL 126 STAIUDM {-- DFTAA'ill' ,25• n ", 1 EATIRIM 1 lAC SDYW S/E D 1• -ADEYAK W/r YIN. d8F➢YdT � ) SEE NOTE 1. AT I sx .0 2NL y p WDI Ul� ONOIX-IN dA-U JAF MELD-IN 4F0 gESTEEL°..-.�, SMO ANCHOR UP TO 90 PSF R. r° YAK r De A,` D MAX MAMA,` DOOR • OPENING RI' aC. YAK '1 2 � M A% 21' 0.0 L uiz 2) Pd ixT. 1D.T. •STEEL STUD WALLS -STEEL STUD WALLS. SEE NOTE 1. SEE NOTE 1. R ry lmN..x KS UNIVERSAL STEEL STUD ANCHOR ANCHOR WELD -IN OR LOCK -IN WELD -IN OR LOCK -IN mm P.E. UA = CCNCRETE CONCRETE LINTEL SHOWN LINTEL SHOWN FRAWE HEAD MAY VARY PER HAY VARY PER f W/2LKG WALL VALL P9 GROUT CONSTRUCTION CONSTRUCTION AD .-I pt. 2• DR 4FACE GROUT FILLE➢ UT H➢i -FRAME HEAD SECTION HDP - FRAME HEAD SECTION je•IWL r"mY" KAW II• IMut MA[ MAA V000 SND T - LINTEL SHOWN MAY ALSO BE v AAx. STEEL STUD 2' FACE-VITFINIIT GROUT SEC CORNESPGNDgO ,/4' K 1-S/4' TAPCON CONSTRUCTION DETNL'C aT //114 R 1-3/4- ON SNt I DPT� VNDD SCREW BILLWBTAWBDN AS REWDIED DoueEEouTer°xo,R]Dne ATSO6ERDIWaTBW ewxol4 !N I rRGDUCfAQVIfgD C 2� 5 �„inM L►e FbEl� 2 �� I.rs• EK,H4.IWn. ts�;r IxTEwoR H➢3 - FRAME HEAD SECTION l�WL OESA , 4`,'•` I EYBFDYFNT 1.25' YUL EDGE MANUFACTURING FACILITY, SCHLAGE LOCK COMPANY, LLC RAFT DETAL•nr DISTANCE WE su WarALIATwxrrDEvlev WoW(so-.55) HILLS➢ALE COURT 9D17 BLUE ASH ROAD 9017 --�- THIRD ANGLE PR6IECUDN Co. - DOM gsrAxLE L5• U . CODE DISTANCE IN. INDI INOIANAPOLIS, IN 46250 CINCINNATI, ON 45242 DTI!: STFELCRAFT H SERIES DOUBLE RUSH OUTSMNO COMYERDAL SELL DOORS HIM AND MOLE (2]KSI YIN.) DRA YMF ]MT R (-)STEEL STRUCTURAL MEYIIERS OF WOOD WI OUT PANIC CLOT DENCES ANCHOR DETAILS / INSTALLATION CONDITIONS STUD WAILS MUST BE DESIGNED TO CARRY 12 f/FT. LOAD MR ASSEMBLIES RATED BOB PSr, FOR ASSEMBLIES WITH A DESIGN PRESSURE RATING c... T. FOR ASSdBLIES RATED R DD PSF, MICH GREATER THAN 75 PSF UP TO AND INCLUDING 90 PSF Y ICD BY THE APPROPRIATE OENCIAL F ANMMS FOR VARIWS OPENING HOOTS 1S YAVWUY DISTANCE BETMER "MUM SHOWN APPRDv[D sT]E i IRFD07 RA E°T' NNSSTALIATION Q'ANCHORIHD SETS SHM a 4, 5, a 14 CN4 APPVL JPD rA] °CPLD NTS I AUTUCAD 1 1-14-14 t MIAMI-DADS s ud, DEPARTMENT Or, REGULATORY AN] BOARD AND CODE ADMIMSTRATIOP NOTICE. OF ACCEPTANT United Enertech Corp. 3005 South Hickory Street Chattanooga, TN 37407 SCOPE: This NOA is being issued u construction materials. The documej County RER-Product Control Sectic the Authority Having Jurisdiction (F This NOA shall not be valid after 6 Section (In Miami Dade County) at to have this product or material to perform in the accepted manner, th immediately revoke, modify, or suE reserves the right to revoke this a Section that this product or material This product is approved as describ( Code, including the High Velocity I County ECONOMIC RESOURCES (RER) DIVISION 'E (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/econom er the applicable rules and regulations governing the use of tion submitted has been reviewed and accepted by Miami -Dade to be used in Miami Dade County and other areas where allowed by expiration date stated below. The Miami -Dade County Product Control (or the AHJ (in areas other than Miami Dade County) reserve the right -d for quality assurance purposes. if this product or material fails to manufacturer will incur the expense of such testing and the AHJ may ,nd the use of such product or material within their jurisdiction. RER eptance, if it is determined by Miami -Dade County Product Control tils to meet the requirements of the applicable building code. herein, and has been de ied to comply with the Florida Building rricane Zone. LOl (17 APPROVAL DOCUMENT: Dra�ng No.15-026, titled "SED-5.1 Louver System with or without CD-151 Damper Assembly", sheets 1 throw 16 (including sheet 4A) of 16, dated 03/16/2015, prepared by Tilteco, Inc., signed and sealed by Walter A Tillit Jr., P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptanc number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be no change in the applicable buildin TERMINATION of this NOA wi in the materials, use, and/or manuf any product, for sales, advertising comply with any section of this N( ADVERTISEMENT: The NOA by the expiration date may be disp it shall be done in its entirety. INSPECTION: A copy of this en distributors and shall be available i This NOA. revises NOA # 15-010' document mentioned above. The submitted documentation was msidered after a renewal application has been filed and there has been code negatively affecting the performance of this product. occur after the expiration date or if there has been a revision or change ture of the product or process. Misuse of this NOA as an endorsement of any other purposes shall automatically terminate this NOA. -Failure to i shall be cause for termination and removal of NOA. tmber.preceded by the words Miami -Dade County, Florida, and followed yed in advertising literature. If any portion ofthe,NQA is displayed, then -e NOA shall be provided to the user by the manufacturer or its r inspection at the job site at the request of the Building Official. )l and consists of this page 1 and evidence page E-1, as well as approval ;viewed by Carlos M. Utrera, P.E. NOA No. 15-0420.02 Expiration Date: November 20, 2018 Approval Date: July 2, 2015 061�g1ZQ1� Page 1 United Enertech Corp. • A. DRAWINGS 1. Drawing No.15-026, 1 itled "SED-5.1 Louver System with or without CD-151 Damper Assembly", sheets 1 tt rough .16 (including sheet 4A) of 16, dated 03/16/2015, prepared by Tilteco, Inc., signed at d sealed by Walter A. Tillit Jr., P.E. B. TESTS "Submitted under NPA # 08-1003.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Lange Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Model SED-5.1 Louver System, prepared by American Test Lab of South Florida, Test Report No. 0514.01-08, dated 09/1512008, signed and sealed by William R. Mehner, P.E., and Henry Hattem, P.E. 2. Test Report on Wind �nd Wind Driven Rain Resistance Test per TAS 100(A)-95 of a Model CD-151 Parallel Bla a Damper, prepared by PRI Asphalt Technologies, Report No. UEC- 001-02-01, dated 02/0 12005, signed and sealed by Charles L. Thomas, P.E. C. CALCULATIONS 1. Anchor calculations, frepared by Tilteco Inc, dated 03/16/2015, sheets I through 3 of 3, complying with F.B.C. 2014, signed and sealed by Walter A. Tillit Jr., P.E. "Submitted under N6 A # 08-1003. 07" 2. Anchor, stress and dellection calculations, prepared by Tilteco Inc, dated 09/09/2009, sheets 1 through 13 of 13, co lying with F.B.C. 2007, signed and sealed by Walter A. Tillit Jr., P.E. 3. Anchor, stress and de ection calculations, prepared by Tilteco Inc, dated 09/17/2008, sheets 1 through 79 of 79, co lying with F.B.C. 2004, signed and sealed by Walter A. Tillit Jr., P.E. D. QUALITY ASSURANCE 1. Miami -Dade Departrr� nt of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFIC TIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5'11 edition (2014) FBC issued by Tilteco, Inc. on 03/31/2015, signed avid sealed by Walter A. Tillit Jr., P.E. "Submitted render NOA # I3-0604 09" 2. Statement letter of code conformance to 2010 FBC issued by Tilteco, Inc. on 05/28/2013, signed and sealed by Walter A. Tillit Jr., P.E. "Submitted under No 3. No financial interest Walter A. Tillit Jr., P. # 08-1003.07" ter issued by Tilteco, Inc., dated 09/10/2009, sig d and sealed by OG 1'12�13 arlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0420.02 Expiration Date: November 20, 2018 Approval Date: July 2, 2015 E -1 m GENERAL NOTES; 1). SED-5.1 LOUVER SYSTEM WITH OR WITHOUT CD-151 DAMPER SHOWN ON THIS PR DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2i OF THE FLORIDA BUILDING CODE. THIS SED-5.1 LOUVER SYSTEM WITH OR WITHOUT CD-151 DAMPER MAY BE INSTALLED HURRICANE ZONES (MIAMI-DADE / BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE ME USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE ON SHEETS 4A & 15. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINE SHALL BE FIRSTREDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.1 TO COMPARE THESE W/ MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEET.' IN ORDER TO VERIFY THAT COMPONENTS ON THIS (PAD.), AS TESTED, WERE NOT OVE NCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HE USED IN THEIR ANALYSIS. ALUMINUM SED-5.1 - LOUVER SYSTEM WITH OR WITHOUr CO-151 DAMPER ADEQUACY F( FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE CCOES AS PER AMERICAN TESTING LAB REPORT# 0514.01-OB, AS PER TAS-201, TAS PRI TECHNOLOGIES LAB REPORT # UEC-OD1-02-01, PER TAS-100A (WIND DRIVEN R ANSI/AMCA 550-09 STANDARD) A.S.D. DESIGN PRESSURE RATING: VARIES (psf), OR ALL SINGLE UNITS W/ SQUARE EDGES WITHOUT MULLIONS WITH 0 SEE SCHEDULE ON SHEET 4A), AND +150, -150 psf. FOR ALL SINGLE UNITS W/ C VARIES (pd), FOR ALL MULTIPLE UNITS WITH MULLIONS 12 WITH OR WITHOUT DAMPI SCHEDULE ON SHEET 15). 2). ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T5 ALLOY WITH MIN. SPECIFIC YIELD STF ON SHEET 2 AND 3. 3). ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 k.1 YIELD POINT STRENGTH OR CORROSION RESISTANT CARBON STEEL AS PER DIN 50018 AND SHALL BUILDING CODE SECTION 2411.3.3.4. 4). ALL WELDING OF ALUMINUM FRAMING SHALL BE IN ACCORDANCE WITH THE AMERICAN A.W.S. D.1.2 2004 EDITION REGULATIONS. USE CERTIFIED WELDERS. USE ER-5356 EL 5). ANCHORS TO EXISTING. STRUCTURE'S JAMBS SHALL BE AS FOLLOWS (SEE SHEETS 11 - ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND S ANCHOR'S MANUFACTURER. ED. IS BEYOND ANY WALL FINISH. )T APPROVAL (Sth EDITION) 6) SE:D-51 LOUVER SYSTEM WITHOUT CD-151 DAMPER SHALL ONLY BE INSTALLED IN A LOCATION WHERE THE IS DESIGNED TO DRAIN WATER PENETRATING INTO THE ROOM, AND THE ROOM ROOM BEHIND THE LOUVER WILL HOUSE WATER RESISTANT/WATER PROOF EQUIPMENT, COMPONENTS OR SUPPLIES. HIGH VELOCITY 7). SED-5.1 LOUVER SYSTEM WITH CD-151 DAMPER MAY BE INSTALLED IN LOCATIONS WHERE THE ROOM IS NOT DESIGNED TO DRAIN WATER PENETRATING INTO THE ROOM, OR THE ROOM WILL VED CODE, NGS INDICATED BEHIND THE LOUVER HOUSE NON -WATER RESISTANT EQUIPMENT, COMPONENTS, OR SUPPLIES. INSTALLATION ON LOUVER WITH DAMPER IS LIMITED TO 40 FT IN HEIGHT ACCORDING TO TABLE 3 OF TAS 100(A)-95. 'PER ASCE 7-10 IN ORDER TO 4A & 15. STRESSED, A 33% IMPACT AND IBOVE MENTIONED .02, TAS-203, & 4, EXCEEDS WITHOUT DAMPER RUED EDGES W/0 t (SEE IGTHS AS SHOWN 40 90 ksi TENSILE )MPLY W/ FLORIDA :LDING SOCIETY TRODES. 4D 16): CIFICATIONS OF THE MIN. EDGE DISTANCE (E.D) TO TO 1/8' CONCRETE ANCHOR MANUFACTURER D CONCREIE ksi OR DEL TYPE OR OAOE 3 1) BLOCK (C-90 UNIT) Fy=33 (MIN.) CONCRETE BLOCK ITW/ BUILDEX 1 4. on 1-1/4' N/A 3: N/A TEK SCREWS ITW/ BUILDER N/A N/A 3/4- N/A 1- - ANCHORS FOR MULUON CONNECTIONS SHALL BE AS INDICATED ON SHEETS 12 AND 13 8). CD-151 DAMPER IS AN OPERABLE ASSEMBLY, IT MAY BE OPERATED BY MEANS OF A HAND QUADRANTHANDLE MECHANISM (AS SHOWN ON SHEET 7) OR THROUGH AN ELECTRICAL OR PNEUMATIC ACTUATOR. DAMPER'S OPERATIVE MECHANISM IS NOT PART OF THIS APPROVAL, BUT SHALL BE CERTIFIED BY AN INDEPENDENT TESTING AGENCY. 9) 20D3.8.4.4, ALUMINUM20 3.84.5 AND WITH 03.8.4.61LAROF THET FRLORIDA BUILDING CODEEIALS MUST BE DASER SECTIONS 2003.8.4.2, ALL APPLICABLE. 10). IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE LOUVER SYSTEM IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE 11). (A) THIS PRODUCT APPROVAL (PAD.NOT PROVIDE INFORMATION FORMA NSPECIFIC PROJECT;PREPARELe. WHERE THE SITE CONDITIBy THIS ENGINEER IS ONS AND DES FROM THE PRODUCT APPROVAL DOCUMENT (PAD.) (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT APPROVAL DOCUMENT (PAD.), PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (C) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) WILL BE CONSIDERED INVALID IF MODIFIED. GINEER OR (D) SE SPECIFIC WHCH WILL BECOME ETHE ENGINEER OFCTS SHALL BE ERECORD PARED IT(EO.R.)Y A ROR THE RIDA OJECTED NAND WHO WILL RESPONSIBLE FOR THE PROPER USE OF THE PAD. (E) SIGNNATURE OFDUCT THE PROFESSIONALVAL ENGINEERUMENT ENGINEER OR)SHALL 13EAR THE DATE RECORD THAT PREPARED IT. ORIGINAL SEAL AND IT 12). PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. ' -THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA ` FLORIDA BUILDING LODE (High YtloniY nurnwno 'rune ¢lEco MG SO-5.1 LOUVER SYST WITH OR O 1G15 WDHOUT CD-151 CAMPER ASSEMBLY �++ L ECO1Mc. UNITED ENERTECH, INC. °J�1BE GATE rwG n °xmxc°awG coxvun sws mMm xtaae IT. ownexwu Tx n1% 15-026 PxgxL; (en).v 15 fAC{13�j°s°-eeg ."» o F. D.OB1' R.954 59 R.73O ,) 0.03'. rI (1YP.) 1165' 1.862• 83r L J A74' 750 .813 .82J'--•I 5.091'- 1L HEAD ®BLADE 3L SILL BETS311 ©JAMB I.5D0' I--JA74'-•T 4.131 RI08 Lt125' I• Lwow'-1 Izs' .a15-� BQ BLADE BRACE QJAMB MOUNTING FLAT BAR ANGLE © 13LADE13RACE. 2"LONG 2,o0D' T$ L 7.000' 7.000' 4.000' 125• (_.) .5w QOPTIONAL JAMB MOUNTING ANGLE QFLAT MULLION 70L7 "2° MULLION 12 LAMP CLAMP 8'LONG mDro MHam . r ron IawoN .O (x>®o 5• ac o REAR M/o DwPLR) oR (z) 0 6• ac o RPAA (w/ IIAWLR) lµ'.x• ca6r. rov-Te ALlnr ALUM PU7E 1xs• (Tm.) 1/5'F1'SM' 1^�• 5508' 4.4aT' .1s6• 1® PERIMETER /� WELDED CHANNEL CC 2 ©O6'OA x.lx5' FPOM. ® MULLION 4.000' .250' J 4,1 M" 100 BILL OF MATERIALS SED3,1 LOUVER ASSEMBLY ITEM DESCRIPTION MATERIAL SIZE REMARKS 1L EORVDEDALUM.HEAD .6081T15ALLOY SEEDETAIL FY(M01)•ISAd ® ODEDALUM.BLADG DRU 6063-T5 ALLOY SEEDETAIL Fy Mo1)•IBLd © DDRUDEOALUM,SOL Gi T5ALLOY SEEOETAIL Fy(mnl.low © E%TRUQEDILLUM.JAMS 608 T5 ALLOY SEEDETAIL Fy(Molj•18 Ld ® FJORUDEO ALUM. MADE BRACE 605345AUDY BEE DETAL FY(M01j•189d ® FX1ftwMALUM.FLATBAR °OB "T LOY SEEDETM N(m.)'IBW © YUMWGAANUGlP-JAMS ANGLE 8 TOALLOY SEE DEMO. Fy(MN.)•23W ' AILM. JAMB OMOUMB Ii�TSALLOY SEEDETAL Fy(MK)•25yd ® FIATHEADTEKscREW'B LNCPLATEDSTEU 114'9xSM WM IIw I9ULAO1 ® HEAHFADTEK.BCRBWS LNC PLATED STEEL W'4xl•lONO I3WIBUBAE%. ® NEOPRENE WAHERNFAD SMA• 110 STNNlE59 HTEEL 18xf•1?LONG Q ® °©JWJIEASBFAOLY ® FLATMULUONCLAMP AS1MA.IB ORASTMAeSt * GRADEOORNBI0MM SEEDETAIL nFOt IENDIH•PfORNW10NQx}7 FY(MOLI•Mkd ® TMULl10N x®CIMIP MA.06ORASTMA4S Y7 RAGE 400R AL91301 SS D SEE -ET- °•LORD THEA05 ®L-- W1M4LpN IR •3B /d ® ANGLE NI1LLION BRACIOT 8001TBALLOY BEE DETAIL ld10 ATIFA0565L. Wll-0LDpD. FYMIR)•25 ).26W b1 I PERIMEWAINEWEDCIA"EL 800145ALLOY SEE DETAIL Fy (M..)•16W ® M(IWON S TS ALLOY SEEDETAIL Fy MIN.J•16W ® MULLIONNNECTOR TYPE IAT 00 .ALLOY SEEOETAIL FY(MMJ•Iaw MUUION NNECTOR TYPE xAi M�Il110N x ASTM AJS Nr SEEDETAL FY MWJ•OSW BLANK -OFF PANEL 6053•TSALLOY 9EEOETPA - Fy M9Lj•1061 ,IL SLANK•OFF PANEL 6003-TSALLOY SEE DETAIL FY(WN.)'1BIe1 Q REARMESH 30WHi4 ALLOY SEEOLTNV %(MM.1.1 W 10L2 SLAB ANGLE f NOTE; STEEL COMPONENTS SHALL BE PROTECTED FROM CORROSION WA PRIMER CONSISTING OF RED MULLION 2 BRACKET O%IOE PAINT OR SIMILAR WI GALVANVJNG(G$0) AS AN OPTION, ADDITIONALLY, FINAL(FINISH) 2500' B° LONG PAINT FOR THESE PROFILES SHALL BE IN ACCORDANCE WI SECTION 2003.BA2 OF THE F.B.C., ( .) ADDRESSING PROTECTION OF ALUMINUM IN CONTACTWI METALS NOT CONSIDERED COMPATIBLE. PMLIOCTRbN"W 188 x.10' .Izs' ��YIlIY#blr .) AmgA Ho 0.109' 4.000' M• OOO Al2' MULLION CONNECTOR TYPE 1 e AT MULLION 2L 17L REAR M TESH 1.750' 4,278" LON NONOUI J/4 x0.050' TMCK (0.17 Ib/SO. FL) .375' .BLANK -OFF PANEL D». B.00D• 4- Ix .090- x 24'(MAT) ALUM. PLATE 11L1 MULLION CONNECTOR eTiuln I InNl72il NK-OFF PANEL A1A " 11) r ONG RofWM SuSDND CODE GUSH V.l y H"Afo°Aa 2- x .090" x 24'(WOf.) ALUM. PLATE, 11 • Q• ,. •••••••.., OIOfa mTDs Yc SED-LI LOWFA SY51D/ 1y1fH 0R xmtaur DD-,sL DAMPER AssmBlY 9P .Ix m r.i6f. `� \C ENs '•",'��',,? UNITED ENERTECHT INC. tolrtx loocom st. JNENTS ',s�:' Ac ' IL E C o 3No. 15�02K Ewr rfswc L xr216xc coMPANr ym5 og10N5a6I. Tx m197 1c /AYe n. iL �faMn-�en.r"�r (v✓""�'i-Iu�u�Y PNRID 595-5N0 (.11)6Y5-)119 i.YL{4)]) iW D.B)5• a �P. 0.22 r DaBr' z.00D• 0sw• 0.600'J24 Hc 4500' 1D HEAD & SILLO.Bi&' , 0. 0.600' 0.100' d DsaD• 2D JAMB 0."4' 1.600' 7D MI. 'HEIGHT 6D BL E6 "SILL 0.281' D.ODb' 2591' 0.082' 1-0DO• (1rP.) IAOD' 1I INTERMEDIATE 8D ALUM. ANGLE gD JAMB SEAL TUBEFRAME LADESTOP w TYP. ezo• D.TBY O.zzo' m q2 ,.0,6' D LADE D1 TOP DAMPER HALF BLADE BILL OF MATERIALS CD-151 DAMPER ASSEMBLY ITEM DESCRIPTION MATERIAL SIZE REMARKS EXTRUDEDALUM. HEAD A SILL WN III WWNUMALLOY SEE DETAIL Fy0/JMp]DAW EXMODEDAWM.JAMB - baa9- &06}TBALUMNUMALLOY GEED 6EE OETAE F(MIN.'"llI FM MW. 19 b1 EXTRUDED ALUM. REW DMIPERBLAOE. f:%IiFUDEDAWMTOP DN2PFAfIA1F &AOE BUSHING BOBiT&ALUMINUM ALLOY BRONZE SF2 OEfNL '0.0.)T,/P F N. 'Aw 0.&98TfOC1f®WASHER810E AXLEPW DV.IAC No. b m. tf IN WRH—WMHM&LOOKRWO GIAOE SEAL SILICONE SEE DUAL A4M D-2aW, F&850URDMETER WO-HE/GHTEXIRUDED ALUM. NEAR or B&L 60SM1-TSALUMINUMALLOY SEE DETNL Mitt 2&BW ALUM. ANGLE BlAOESTOP bbB]•Tb ALWAINUMALLOY SEEDETA2 WITH VOIYL WEATNfJt SROPATEND OPTLEO ® JAM9SEP1 8TAWMSSIEELOIBSERR: SEEDETAIL AITACHPO TO W!(31DWWE SIDED (1Y110'ITAPES S.D.S.TEX SCREW ZI PIATED fBX f? FASTEN TO 12'O.C..2 ,fd FROM EH08 INfERMEOMTETUBEFMME SOB]-TS NJINNUM NLOY SEEOETNLIN THIS MbTALL BETWEEN DAMPER&IOUVER FlUME ROMM BUBDWC CODE OB9A Ye-Ity S.W... Zane; SEO-8.1 SYSIEmCOMPONENTS CCOUNE f0UOANPFIISSMOBRLY Iwuix Df fJM. SCALE: 3/8"=1 UNITED ENERTECHI INC. art Ilodq = It : 2�•_�...._ -. 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SED-5.1 LOWER SYSIER Wall OR m • WTMOUT W-151 DAMPER ASSEMBLY D'Ag167 Y1 UNITED ENERTECH! INC. a/leyls 01E �'— '-}- saes Bann IncAom s. '�y�jt�M{yfjJ�F( TIWR 1ES1aG Y ENGIHCCRIND PAYPAHY oVnNloon� Tx stem 15-026 - O'._�3t../...nR''.�4e� `ss' rt�:.�la`M�'IW .I pmYe p161c H]])aae-no luiea)xe-WO VUFwO n� EXTERIOR ELEVATION WITH OR WITHOUT DAMPER PRESURE RATING: (VARIES SEE SCHEDULE) R DIM R D'114 1/10 er UMllllMI RAOnFN A„y0, OWN PRESS NE "HEDDLE APPLICABLE 7g 61NGLE UNR6 W160VARE EDGES 74' M. OUR MOM �NUMOEROFLOOVDIPANELUNITS WIDMULLIDN FOR ALL DESIGN LOADS) NEEDEDTOACHIEVETHE OPENING OVERALL HEIOHTNAY VARY. HOWEVER W"UNi— E0; TVALUES E1' NVOt—" MAXIMUMUNRHEISCHEDULE GHTSHALLNOE%CEED —0. MImu . Mom ON MDNBLPr.O le or A'I 1 40 17-0' °S 1 cr-0- w 10' 0' QL U, Illy fw� �� ter. ter• � t_ SIB r � gem■ r_ � � o ME SED A18 or A'1H INTERIOR ELEVATION WITH OR WITHOUT DAMPER PRESURE RATING: (VARIES SEE SCHEDULE) PYOIRIC4 RMUD �mgSlr4p SN0Oe Fkd& )11DR.. Y111 OR DY14 P IJ11 OR.11 7111 OR D'M4 FLORIDA BUILDING CODE (H4h Velodly Hunts gone SED-s.t W LOER SYSTEM MM OR mLA'Ar m ."UTCO-151 DASII ASSEMBLY rAl UNITED ENERTECH, INC. De1e W W SW]X IOCRIXIY R. nnn[: p>naa0�n f f� MN- fouNuvZw S.OiYVx UK Mix■\—ilE1i\� SPAWG Di z,• A SPACNViO —72, VAX. YADTH— INTERIOR ELEVATION m QUALIFIES THE FOLLOWING SHAPES: �Io• �71d �10, e B 8 o� ® 4" . SINGLE SED 5.1 LOUVER UNITS WITHO JT DAMPER W/ CURVED EDGES N.T.S (A.S.D. DESIGN PRESSURE RATING: +150, -150 PSF) YioUllCf cev¢PD ��+ 1{�I�,�li�'�/lru� .e,pr4.lae,smr h{WIIQileCe � � • * J i( �Wf RSIIIIYq L�NOIH�CEflIbN EXTERIOR ELEVATION INTERIOR ELEVATION SM 5.1 LW40 51AD/ WI1N oR awx er NRROUT CD-131 Q a"R IMF � UNITED ENERTECH, INC. Dart ama mua xnaflv e1. a M-OV -n[: m nlm 115-026 Plasm (au)we-nu Rx{axi)ese-eem — N. um LO UVER' SED. -kJ L--A)9 . •-Bf9 I P)- ND INTERIOR ELEVATION: CD-151 DAMPER MULTIPLE UNITS WIl s•—.000- IAAx, SCALE: 1/2'-1'-0- TO '—.000' MAX. i ER '-.000' MAX. '-.D00. Lm.. '-.000• MWI. '-.ODO• MAX. -3'• A/B •9f9 A)B I Bf9 s• AWL. (TYPJ (TYP ) H YL Bf9 SL SED. 5.1 37.33J MAX. NOTE: (1) SEE COMPONENTS ON SHEET-3. -I80 1/2- LONG A 307 HEX CALVANRED STEEL OR 3D4 ' STAINLESS SIM DOLTS UT WASHER, LOCK WASHER. f SPACED O 10. D.C. m 4' TOP AND BOTTOM (TrP.). 11rdNI—,RDRiDA BULGING CODE (Rlgh Y41odw U-i— Tme; f Omis Ta—NC SED-5.1 LOWER SYSTEM WrrH W-151 DAMPER MR o UNITED ENERTECH, INC. E �� ECCIwc. 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HAND ' QUAD CONNECTED TO JAMB W/ (2) #IDx3/4" TECKS HANDLE MECHA I� //,�, FlORW eon°NG =E Onuo Y—ity Kurd- 7 , T.SaaaxRnxvum :' VCENSF':�9' omia mrrm mn SYSITH Wrni=1r 15tA°1WERER AS1N EMBLY 41MLyCrOrwi4fb,ilwW �p �3 AR.p,u,TwC E C OLNC.UNITED LL, os/ie/is ENERTECH, INC,�75-026 sx n,w<9r?: Fi",� ren ••"Ar, r„"' -"°° ° -- - -- - -- - RHO S.—C 6� 7 W/ (1)R 0 ni i10 1' W/ 2)Pu0u00H CE35 I . . 9u.r s.N.s. APDDim VNM7TED TO © M. (2) BL O 2 I/0' 0 ,� PFAINEIEN OF DAVPFRS �, �iawnu ram, ri10 k OF MGM IDN IU3 M N GHT cA SCWOE U (MR ON W/o SNEET 15, I I 1 NID. L,�p'•_'4`` i I 112 LO 50 DAMPER AId� EA HoFHr HEIGNT SCHEDUIE ON SHEET 15. (OR WU oLN V�IILS I CJi 27e OCONN TO2 I/®. A77P• R w/ ( l�.a hl"P IG wftlmTE SECTION A -A SCNE -NEECT D TO 5©TYP. (2) O 2 1/B' O.0 6 LI 5L CONNECTED TO©1W. w/ (2) © O 2 I/5. 0.1 mNC SlR50NTE SECTION A' -A' SGLE: 3/1—v - SECTION E - E BSTRVE I ON O®iYP. srxE: a/f5•�1. RDPIDA BUILDNO CODE (HMI Velocity 9uMConO Zuna SED-5.1 LOWER SYSTEM WITH Ofl I o ZCIe iA1[W us. WITHOUT CD-151 DUMPER ASSENDLY y UNITED ENERTECH. INC. °p. rz LECOIC. 0mronllPis. INO • QIGIX�NEPIH COMPANY �.I-I.n.... 1a,M„-IUI CINI7MIODnA M Ji�O1 PICIm: (�ZrTeao-me TAx.{.2a)esa-wa 75-026 rmwlo xe S.MS. ARM. ER OF uWVEFS FROM A. END D. @ Y OF LS �J -- r• uAz. SECTION B' - B' Sme 3/I6--T- 0°NEL'AW LI--A \/Z_'--I �� A� `I('l'. ^, :.::`�//"•�O� FL WOA BUIIDMO CODE (Rkh YeladH Rwl— fine 1 N� (x\EO®p \• FflOM BIOeT.TmOM I H C[SB OF WER PROINMA'&RV Sm : F Dm15 tUFW Nc SED-5.1 LOWER SYSiFII WIM OR : 6f (s>nw)% ��,�.'' '�� WONOIII OO- 151 DAMPER ASSEMBLY EDSIYC 91BS1RME �Nn4 — :� E IL E C O 1Nc. UNITED ENERTECN, INC. o,' E (!FE 9EQ tx f1A O6I6ROIION 54 =J C[ - IIWT 1xx1IN6 R DV6IMQRIN6 OYFANY ]005 °WIN Nxwrt SI. 6rmv.5 x aR s1 n+'ye�,;w� ,p ounwoo6A m srxm 15-026 sr P : �: "...'"(F "•I•_.5m .: ao�°"ro°�$i mu FrxwE: (wwne-me t nxno-mm CF(:TIIIN R _ R w..e.. .. � :,'.. R nn\U . _n : ...o .• _ -� ,,,, -,_„ s,� ,,, oNAEma we DETAIL 1 CORNER AT BOTTOM N.TS DET DETAIL 3 CORNER AT BOTTOM Mu DETAIL 4 CORNER AT BOTTOM x.rs PRGMCrR vL%m `"\\ t-w A•;'73(Y / �� 11:: FL BURRING CODE (MDh VeodtY MuMwne W Zorn; �/�'BOOPibli ✓ Ot0,0 T6160 W0. LIE C 0 � . S -m LOWER S R m OR wmwvr CO-151 OMPER �ssM., punl B/ r�.. UNITED ENERTECH, INC. ....J B.R WiBll, PIDki�llb S _ �— � Sf'. 70 ;4 JBBB souM xncam Jr. LYYDIl100rJ. M Jr101 PNOxf (IT]JrOB-n15 f/i31lJ1BB0-BBP J1Wr r�Cw.0 M FaNfOINE[WN6 DuxPulr R1P xP�e ifn. na OmMBi-�ivi B'� 1j—QZB DYM�O xe • IMEAIOR INTFAIOR 1/EY INTERIOR (yam �� IMERIOR /e- noi. STEEL F e 2 2) ©o 2e25' OX (2) L 0 2e2s- D.o ON SHEET 16) O"ONAL fe.U kd 6L RIQHTAB aP© DxlNf TDN�t.;1:;E D .PauRED cox l my SECTION B-B SECTION C-C a+ �+ cxEanc BLOM wALL osNm te) 12 SECTION D-D SECTION DO'D CONCRETE BLOCK STEEL MERIOR BE rAPcSCIHiD11LLDi PnoNAI (SLE ON INTERIOR EMARON [E SHEET tb') OPIIWAL I/S' IEDL MM FBWE p DIDEMAnON OF EO N > O° /A-r TAPCONS INTERIOR ON OE© INTERIOR SHEET CIIEDULE ON OPIWNII I °•D h]33 STEEL iWLE E.E. ::.-�' y 0.E ®O B' 0.u . '.'r 2 2 1 a� m SCM IIW 1/0' eutbpl (SEE SDNEDUIE 1 itD] CONCRETE JEW ITNCONGCoNa 4 BL ON 07 16) [AEIE i SfNmUtE g.Op1 Wy BtOCIf MALL ON SHEET so) SECTION D'-D' SECTION D'-D' SECTION D1-D7 SECTION D1-Di CONCRETE BLOCK STEEL CONCRETE BLOCK STEEL CONNECTION DETAILS SCALEI 3/16"=1" NBEIWLT IU;VLT� ��,•' ' ,'/9 A�i4 FIDRIDA BUILDING CODE (100 Velo4p lfl k Zma PIA b�Ykib{y y s .; v.,.... 03°H61¢1TF 6HC SED-SI LOUVER SYSTEM %M OR Mb�n2. WITHOUT CO-191 WIPER ASSEMBLY I UNITED SE6("/1- ILEC0.... NEE .. AlE e iT .• UT TESNHO k M�DMEEAIND EOWAN UMMN10°CA M °lAM nmD (a3)ua-»IS EU 14M) sa°En 15-026 OW _ "y/m wsrAlurax I'0101m cox DA SIID CONCRET \.•�•• "•'�r V.Y nPcoxs 1' lOxO), ]' 1 vm amDuxxc �7 l/011 I/z'n/e• 11L LONOI aID War 1L Uam:R EXTERIOR 6L fANCPETE SV.B OR BFAY mOE OF 3V8 ... .•:: :'• .r. r ram• ' I 'r.W E.B. ' '• 7/B'•(]IN;; y' (a) 1/1•. T1wu (z) l/rY TxHu BDirs 0) ]/B•° (room --.-.-.- aL2 n/ (]l ]/eY (voxFH FAsa. t1cDs Bass FASRNE93) nFDCE BOLT AT a' ] 1/1• una BEYOND mamuwr BEroxB ANr iJ .......... ---- asmumr EXTERIOR (3) 1/Ta nwlu' (2) 1/Y. IHHU BP1.Ts --- 1flJ • fOL 1DO POURED CONOEIE .• •]•�•.. • j`• •rf. •. I; fc-. bt REOD Y� 11 B/B• W[ RwDc SM]I AS Rmb. NOTE: TOP h BOTTOM MOUNTINGS MAY BE INTERCHANGEABLE DETAIL — (SEE SHEET 15 FOR MAX. MULLION HEIGHT SCHEDU GIVEN A MULLION SPA( AND A.S.D. DESIGN PRESSURE RATING FOR APPLI,CABIUTY OF THIS DETAIL) 14L W//B'(])a ] 1/]• ss sI.l Boa . TIPPm srm 11p� ((aP a eorrol0 11J 12L EXTERIOR Y11J wlo+ne _- I/0' ll . sRII -f 117 IIK - =s DETAIL — 2 I I/0• (SEE SHEET 15 FOR MAX.'MUWON HEIGHT SCHEDULE GIVEN A MULLION aP SPACING AND A.S.D. DESIGN PRESSURE RATING FOR APPUCABILITY OF THIS DETAIL) & 'CONNECTION DETAILS xs sEemw sm oseoOR - SCALE: 1 /4"=1 " wQ0,TlTIRAE IS x0 w Jty mB of I UOP 6 Isom=IMLVl339 tau as H�rrw i.Tawawwc.ft. f• n1X. siEa �-r�rftl ua Rm'o f`y/ RWIDA 5I11DING CODE (HI4S Vabairy HxIII— Zone A(' '•� Omis ai¢a IIK N7MOUTtCO-ISI�OwPER ASS01OR IBL� �N0.44 fi _ pp UNITED ENERTECH° INC. �._. �L Eco ING. wrz NMI` •: � wr rEsrpD u IcaxBIxEERrt c fAWPANr woe scum waoRr sc 15-026 //•;� /�y I` P CIMT(INOOCA 1X ]T107 •!/•, rf_\, .r.4�. u',W'-�I;10_im 1'D'�'I-Iv1 "I Pnanc (n])aos-nl3 FW.t])acB-eem Blurulo xe i EDGE OF EXTERIOR PouRED CONCRETE 12 MULLION URED CONCRETE ` WALL W/ I'D4 4 ksi• ® REO'D. W/ (I) 3/8.0 _ WEDGE BOLT W/ 3 1/2" MIN. EMBEDMENT (TOP & BOTTOM). VIEW X-X CONCRETE SCALE 1/4"=1" POURED CONCRETE CAIu� WALL W/ V.- 4 ksi. r2 �EDGE OF REO'D. 1 7 7/B" I I E D 14L1 w/ (1) 3/8'0 WEDGE BOLT W/ 3 1/2- MIN. EMBEDMENT. *1� (2) 1/2"0 THRU Q EQ (BOTTOM). 4 1M VIEW X'-X MIN. CONCRETE SCALE: 1/4"-l" POURED CONCRETE EXTERIOR EXTERIOR 12L MUWON ® 14L w/ (3) 3/8'0-16xl 1/2' S.S M.S (TOP). VIEW Y-Y STEEL SCALE�%4 —I" VIEW X1-X1 CONCRETE SCALE: 174 e1 EXTERIOR 3 9-16xl 1/2" A.S W/ OR NUTS PER L 3/12 & /2"0 THRU S (TOP). VIEW 3/8'0 BOLT 1/2- IBEDMENT. & VO THRU BOLTS 4). rY,W�LT FIDfUDA BIntDINC CODE (IDgft Ve1Wq HIM --Zane VA00 Jcram4PJ) SOW '� D2c1! nrzro ac B S./ LOWER SYSTEM WRH OR 1R v CO-161 lEH ASSEMBLY DuxN DI )•R1- A�r�N° � i IL E C O END. UNITED ENERTECH. INC. 'i( .• . t !c°! lOUM NgtaNY Wit. 1It RSTIND h W EENWD caYPINT 1026 �, ram EXTERIOR SECTION "C-C" SCALE: J 18 -1 O<. TD ALCESs ED ACL.I IVIV U-U EX( TERIOR) "" ""• " SCALE: 3/18'.l" \-•.^�••-� SCAIE J/16'.1' Iw.asO• cur OrR W//x.1/2• lIX SCREWS O B•O.G 1) W��i tO R�nB' I/T 0 O B• OA ®roQ 1/4• tHi scRtm (sEE scRsaxs• Ew sxEEr 7°) 7 w wAroxl 2 4L Im/�' 1NN. Snit iRINE 3S 4>i EXTERIOR , �,`` Illi Irk x iLORIOA BURDINO CODE (Illgx V4xlly Hurtiwne Zone ETAIL 1 (PLAN) / oYg16 a °Lo wC. SEO-5.7 LDUVER SYS1E4 YRHI DR oMaW x FM ASSWBLY r•R 1STLOUVER F DENS • S;: F •'• WRxDUE CD-151 DM IK-0FF LOCATION s j,}, •� IL UNITED ENERTECH, INC. SCALE: 3/8-1' _ _ [AA`��,A. rrzur reswq m Ex Ix¢wxc couv� y .Zn x. I rx•` �morm smz mum xlolmr n. owrwmy m n,m 15-026 vxa��(mpsz- r DeAWwq xo ' D A n oaet(""1ai `.,••/— T O e nu `tw>)ssn-ena . a MAXIMUM LOWER SYSTEM HEIGHY (R) SCHEDULE FOR MAXIMUM LOUVER SYSTEM HEIGHT (R) SCHEDULE FOR AGIVE AS II. DESIGN PRFSBIIRE RATING (080 AND A 1 MULLION AS.D. DESIGN PRESSURE RATING (Pe0 AND A MULLION SPACING IftI APPLICABLE TO MULLION CONNECTION TO CONCRETE OR STEEL TOP AND BOTTOM COVERED BY DETAIL2 SpACING(RI APPLICABLETO MULLION CONNECTION TO CONCRETEORSTEEL TOP AND BOTTOM COVERED BY DETAIL 2. S�iEEf 12 W4 ED. =4"(FOR CONCRETE W/MIN. Pc=4 hsi.) SHEET 12 Wl ED=3"(FOR CONCRETE W/MIN. Pc=4 kel.} I Conaele Steel' Central- 61-1 Concrete Steel Conaele steel 40 40 W a 10'-0• 1 '- 0• 10'-0• 10'-0• 1 lo0 e d72 •-1 3•• 6'-10• S'- 40 de Go10'•0• 10'-0- 0'• 10'-0- 0'-0• 100 4B 605'- '- 2' '•8• '.3• S'- 0' 4'-0' 45 48 so 0'•0• 1 •.4• '•0• f0•-g. 105 49 88 n '- 3'• 6'-6' 5'- .•4. II 4¢ I 49 10'-0' 10•-0• '- a - 1 •-0• 10'-04 10'. • 105 48 m Tl '-B- 5'- 4'. 8'• . 5'•8- 4•_ 'S0 48 •W n 9'• 0' 7'- 1'• 6'•7• 10'-0' 1 •. 9'- 110 4e W 'n '_6' 3•-7' '•12' 50 48 m n 0•-0• 10--0• 9'-4' 1 "0• 1 '-0• 9`•B' 110 48 W 72 6'•4• '• • 4'-3' 8'-7' 5'.3• 4'-5' 55 4B. W tt. 8'•12' 7•• 51- 0'•0' ••1• 1.3- 115 40 m x ••3' J'-5' 5'- ' '-9. 3'- ' 46 W n 1 10'-0'' 10'-0• B._6. 0'-0• 10'-0• 11 . 115 48 W b•-1• '•0' 6'-4• S'-1° tt .. '_3- so 48 W 8•-J' 6•-7• 10'•0- 9'-1• 120 4e 6D - '-J• 5'-B- 4'.7• 1 60 I 48 W 10'-o• 9'-4' 10•-0' '• 120 48 W 5'-1(r 4'•8• •-I' 4'•10• n J�. .. . tt '. B'- ..9- 5.-6. ._7. 85 48 W n 0•-0• 8'-7• '-2' 0'-0• •-5• 125 48 W ix 1•71 4'-6• 3•-9• 5'• 0' '-8• J'-10• 86 45 W 7'- - 6'•7• • 1• 10'•0• '-5• 125 40 W n •• 1• 3'- 2' - 5'-5• '•4" J' B• 70 48 W 7'- 5'•B° 9'-9• 7'-10' 130 4e W '_ 0° 3•-0• 5'.3- 4'•2' TO 48 W 9'•12' 7'-12• 0-0. B'- 130 4s W 5•-5° 4'-4• 5'• 4'-6' n 3'-7- 3'- . )z 8'•8• '- 1• n '•8• '-e• n 4'- .•- LI ]6 4a 68 9••4' 7'-8' 9'-S• 7'-9• 135 48 W 5•-2• '•2• 5'-5' '-4• 76 4e W 6'•7' 5'-7• 9'- 135 49 88 •-6• '• 1• 5'_ •-0' tt 3•-5' 3'•7' n 6'•3' 6'-5• 72 '-5' 3'- - 8'-1• I BO m 8'-12' '• 7'-3' 140'- 48 4'-12' 5'-2• 00 48 W n W-2- '•11• 4.. 8'•8• 6•.10• .-8. 140 48 'W 72 3'•6• 2'-IW •.4• '-0• 3•- • 3'-3- n 5,10-1 a, I- 2 3'-4• 3.- . ' e6 4e W 5'- '•8' 8'• '-b° 145 4e W tt 1..1.1, 2'• 2••3' 1.4a 3'•9' J'•2' I85 W B'. 3. '-7' 145 4e W 72 41•I 3'-0• - 5•. 4'- n 5'-6' •• n 3'-10• 5'-4'• 90 4e W •-9' 6'-3' S•- • B'-5• ISO 48 W n 4'. 3'-9• '• 0• 31.1 .3• 90 4e W 5'- • '-7• 8••1• ISO 48 W n '•8• '-0' 5..2. .-5. n J- 95 4B W •-4' 5'-11• '•8' 6'- ° 05 4e W y,6• 7'-2• 5'-B• 4.-g.1- 5.1 MAXIMUM LOWER SYSTEM HEIGHT (fl}SC EDULELi FOR.A GIVEN A S D DESIGN PRESSURE RATING (PST] AND Av MULLION_ SPACING (fl). APPLICABLETO MULLION CONNECTION TO CONCRETE OR STEEL TOP AND BOTTOM COVERED BY DETAIL 3. SHEEP 12 W! ED = 3' (FOR CONCRETE Wl MIN. fe =4 kW.) 40 0'-0• 46 40 100 n 8•- 8' W n ••0• 45 bg 60 n •-e• o•- 0n 1D5 4B W '• 0' 50 45 w 10'•0• _ • 110 55 4s 60 72 10'-0• 1 `•o• 9•• • 115 48 m n B'-9• W- . 7•- ' 60 48 60 n •0• 9'-B' 120 4e W n B•• 8•-0• 7'_6• 86 4a W ix 10•-O• 9•- 0• 125 4 W 72 '-5• 70 4e W n 0'-0• 1..,• 9•• • 130 4e W n7.94 '-5• 76 48 W 10'-0• •- o 135 48 W 8•- ' 7'-6• ' 00 4e W 72 9--ill 9'-2• 8 8 140 48 m n B'- • 7•- 7m 7' - 85 48 W 9•- ' ••121 145 W 48 9•-6• 4e e'- 90 68 S•-10' 160 W 0. 95 48 F 60 9'- - e•• . NOTE: TOP & BOTTOM MOUNTINGS AT DETAIL 3 MAY BE INTERCHANGEABLE. R4000L•M SVNB0 r 1/ owiel��en'� Q. /saCaoQ ;y o• g161 '• . A g2815 iMN as Ic SEO-5.1 LOWER S15id WI(H OR WMWtff CD-Ia1 a•LPER ASSEMMY ENERTECHI INC. mum wane OP/M'n 0/ rw. an` e)-02 IL ECO1Ma. `] >ymuep wcewee c0uv4xr 15026 81' ho`a carve ''( P �'j -i'/,��P��' C1 `UNITED m4s n . aun4rm00'. a a°') rt 1num�exa e-n18 wc(uz)ese-ema r AN LE AT JAMBS, VALID FOR CONNECTION TO =TE BLOCK & STEEL SUBSTRATES. ANCHOR SPACING SCHEDULE AT JAMBS Wl© (1 1/2"x1 1/2"x1/8" ANGLE) A.S.D. DESIGN PRESSURE RATING SINGLE UNIT WIDTH OR MULLION MAX. SPACING (in)I (psf.) SPACING (S)AT MULTIPLE UNITB TO TO TO C BLOCK TOONCRETE g 48 8" o.c 4" O.0 81, + 60 8" O.0 3" o.c e" 0.IC 72 a O 3" O.0 8110.6 > 75 TO 110 48 8" o.0 3" O.0 I 60 8" o.0 3" O.C** 72 7" O.0 N/A 7 1/2" O.0 > 110 TO 150 48 a" o.c 3" O.0 910.0 60 6 vr' O.0 N/A 61/2" O o 72 5" O.0 N/A 5 1/2" 0.0 * LIMITED TO 114.0 psf. A.S.D. DESIGN PRESSURE RATING. ** LIMITED TO 91.0 psf. A.S.D. DESIGN PRESSURE RATING. ANCHOR SPACING SCHEDULE AT JAMBS W/ 7L1 (2"x4"x1/8" ANGLE) A.S.D. DESIGN PRESSURE RATING SINGLE UNIT WIDTH OR MULLION MAX. SPACING (in) (psf.) SPACING (S) AT MULTIPLE UNITS CoNTT ETe TO CONCRETE BLOCK STO TEEL 75 OR LESS 48 8" O.0 7" O.0 8" o.c 60 8" o.c 6" O.c e" o.c 72 8" o.c 5" o.c 8" O.0 > 75 TO 110 48 all o.c 5" O.0 8" O.0 60 8" o.c 4" o.0 8" o.c 72 all o.c 3" O.0 8" O.0 > 110 TO 150 48 8" O.0 3" O.0 8" o.c 60 8" o.c 3" o.c 8" o.c 72 7112" O.0 3° O.0 *** 8" o.c ***.LIMITED T0127.0 psf. A.S.D. DESIGN PRESSURE RATING. FLORIDA BUILDING CODE (Nigh Y Om,e n1Fcg wG /''•,i 11D-5.1 LOINFA gYgfEN WIT" OR ,p �pENSF /S VMMff CO-151 DAMPER ASSEMBLY UNITED ENERTECH, INC. eeYM NILNOgY 51. � / �* ? nwr xsnoa a r>,aix�,x ]eee ,urmno•, r" n.or 15-026 gNnng,o w r