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HomeMy WebLinkAboutNOAM IAMDARE MUM-DADE COUNTY a PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 OTICE OF ACCEPTANCE (NOA)www.miamidade eovlecunomv nsteel Doors IEc. r� 4950 Lre Street St.au Ville St. Laurent, Quebec, Canada H4T1$6 LL Opy rnvx . This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dada County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the ABJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify; or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Veloci ux tisane Zone. . DESCRIPTION: Seri `°GenStorm" Outswing Opaque Steel Doo -NO APPROVAL DOCUMENT. Dmvving No. ADl d Genstorm Outswing Steel Door System - LMr, , sheet 1 through 8 of 8, dated 02/05/11 and last revised on NOV 15, 2017, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large Mtsaile Jm st act Resiant Limitations: 1. See Design Pressures in sheet 1. See anchor options in sheet 2 and Hardware options in sheet 6: Max. Exterior (positive) DP=+65, where water infiltration requirement is needed. 2. Options #1 and 6 require total two (2) surface bolts (top&ottom) on active panel of the single or double doors. LABELING: Each unit shall bear one of the following permanent labels: Gensteel Doors Inc. Genteel Doors Inc. North American Doors Corp. 4950 Hickmore Street 2335 Industrial Park Drive 1471 Military Turnpike Ville St Laurent, Quebec, Canada H4T1K6 Comwall, Ontario, Canada K6H7M4 Plattsburgb, NY 12901-1911 and series and the statement: "Miami -Dade County Product Control Approved". RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature.. If any portion-ofthe NOA is displayed, then it shall be done in its entirety. " INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-0825.04 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chaada, P.E. THESE PLANS AND ALL PROPOSED WOPi� (ApprovalDate. � NOA No 17-0803 01 MIAMFQADECOUNTY Expiratiou Date: July 14, 2020 AfiE SUBJECT TO ANY COF RECTIQNS December 28, 2017 REQUIRED BY FIELD INSPECTORS THAT Pagel �1 MAY BE NECESSARY IN ORDER TO " CCIAPLY WITH ALL APPMABLE COVES. W � Gensteel Doors Inc. ALE COPY NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file listed below) 2. Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LNT , sheet 1 through 8 of 8, dated 02/05/11 and last revised on AUG 21, 2015, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. B. TESTS (submitted under files #12-022334 /#10-1203.021#05-0127.11) 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 (PMK 2005-AT) Along with marked -up drawings and installation diagram of Genstorm Opaque Double Swinging Doors, prepared by Fenestration Testing Laboratory, .Inc., Test Report No. FTL 6346, dated 10/14/10, signed and sealed by Jorge A. Canso, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(PMK177T threshold) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 7) Tensile test per FBC, TAS 202 Along with marked -up drawings and installation diagram of Genstorm Opaque, Glazed and Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 5877, dated 10/13/09 and FTL 5898, dated 09114/09, both signed and sealed by Julio E. Gonzalez, P.E. (transferred from file # 10-0125.01) 3. Additional Test reports per FBC TAS 201, 202 and 203-94, test report No. ITS-3058370- DOUBLE, dated 12/09/04 for Double Outswing Honeycomb Steel Door System, prepared by Intertek Testing Services, signed and sealed by Stephen J. Emerman, P. E. (# 05-0127.11). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(511 Edition), prepared by MCY Engineering, Inc, dated 08/21/15, signed and sealed by Yiping Wang, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Tensile Test, per ASTM A370-05 item B (1) (7) 2. Tensile test report NO. FTL 5877 per ASTM A370-05 dated 10/13/09, issued by Fenestration Testing Lab, signed and sealed by Julio Gonzales, P.E. (submitted under file # 16-1203.02). _ F. STATEMENTS _ _ -- 1. Statement letter of conformance to FBC 2014 (5a Edition), dated 08120/15, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. 2. Statement letter of Lab. Compliance, as a part of above test reports. 1skfn \ • ct"4 I- Ishaq L Cbauda, P.E. Product Control Examiner NOA No. I7-0803.0I Expiration Date: July 14, 2020 Approval Date: December 28, 2017 E-1 W C 0 Py Gensteel Doors Inc. L NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises & renews # 12-022335, expired on 07/14/15. 2. Test proposal No. 08-1489, issued to GensteeI Door Inc, approved on 11/14/08. 3. Distribution agreement between GenSteel Door, Canada & North American Door Corp, N.Y. dated 10122/10, signed by Bruno Gervasi and Antonio Gervasi, respectively. 1. New Evidence submitted. A. DRAWINGS I . Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LMI", sheet 1 through 8 of 8, dated 02/05/11 and last revised on NOV 15, 2017, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. Test 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(PMK177T threshold) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94. 7) Tensile test per FBC. TAS 202 Along with marked -up drawings and installation diagram of Genstorm Opaque, Glazed and Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 5877 dated 12/08/09 signed and sealed by Julio E. Gonzalez, P.E. and FTL 7224 dated 02/12/14, signed and sealed by Marlin Brinson, P.E. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS �. 1. Statement letter of conformance to FBC 2014 (56 Edition) & FBC 2017 61s Edition) ted _ _ 05/16117, prepared by MCY Engineering, Inc., signed ands e _ y rping ang, .E. G. OTHER 1. This NOA-revises NOA # 15-0825.04, expiring 07/14/20. 2. Test Proposal 417-0053 dated FEB 03, 2017 approved by RER. Ish q L Caands, P.E. Product Control Examiner NOA No.17-0803.01 Expiration Date: July 14, 2020 Approval Date: December 28, 2017 E-2 SHEETS (FRAME yAOTN)' (DOOR OPENING) A p Z e .I era ♦iM1 -ems I I, .•yya• _ •• • SfH µ ON `.`.•` ni `"�:l pn.•a •a•.` �• �l 9EETa .RMOTNE•.` .'AOTNE. •. m5 d g0 RAANCMORSPOIt •• :xGrwrowmDGav SEEANCHOR .`. Y DETMOx .. . Bye MAIL -�c__)f• �fl'KSM1"Twr `T,-mTVPE. SRICORIJ:RS MAX. 1>a1 AwwNDMTUBE N•LG. srwmcwc. ANCHOR LAYOUT DOUBLE DOOR TYP. ELEVATION PwvmeAlara. ollsDESIGN 55.01A®mPLSAOcFy8�5,0 PSFPf. FILE SERIES GENBGORIA OPAOVE OIRSWIND BTEEL DOOR RMO -THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE - LTINATE DESIGN MADOBTAINEO FROMA=7.10. MULTWLY REQUIRE rSICFTHEBlT1 EDIOON FLORIDA BUILDING CODE QmTj INCLUDING BY0.0. SHALL BE LESS THAN OR EOUAI TOMA%. DESIGN LOAD HIGH VELOGTYHURMCANEZONE(NVN]J. INTHIB DOCUMEM. -000R6 RATED GORURGEMISSILE IIAPACTAND DO NOTPFAUOtE9NVTTEft9. - VWOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLYTOTPANSFERLOADSTOTHE STRUCNRE. . DOORS APPROVED FOR MSTAl1ATI043 WHERE WATER wFR.TMTION RESISTANCE 19 NOT REQUIRED. ISINOLE ROWSELF ADHES NE CLOSED DELL FOAM TAPE TO -A MAO DURATION FACTOR III ALLOWABLE STRESS IS USED BE APPLIED ENTIRE PERMETER OF FMMEI 1 IN 0EGON OF ANCHORS INTOWDOD ONLY. -ANCHORSSRNLBEASL19iED. SPACEDASSN"ONDETARS. -DOOR PANEL'MIN.20 GA(O.WBI STEELA4H Fy=661OIMIN- Fw55 K51 MIN. ORancSEMBEDMENTTOBASEMAIEfUALSHALLBEBEYONOVALLORESSwO Oft3T000A. DOORFRAME: YIN.1l GAIDO451 STEEL MLR. Fy 48 Hy MIN.. • °'� Fw53KSININ. • ANCHORING OR LOADMO CMDMONS NOTBHOWN IN THME DETAILS ARENDTPART OF THISAPPROV L -DOOR PANEL 6TANIE950PTON:20M(00]9T STANLESS STEEL -MAIERlAtS INLLVOINOBUT NOi UMITEO TOSTEEUNETAL9CREM5 TMTCOME DOOR PANEL M(T:iINB llw. Fya 65NSL FwSE K9 WR OR BETTER RMMAGUI8 MAY GUPLF1'HAYDIG•MIUCERTIFlGTE'ASAVEI6FlGTION OF REQUIRNTACTWTfHOTHERMMON NGCOOEETTHE FEOUIREMENI9 OFTNEBTH EDITION Fl.ORIOA BUILGNOLOOE (2o17)5ECTI0N /5 iHEAVMIABLE MIN. YlELO 51RENGTX. .. aPPULABLE •DDDRFMMESTANLESSDPRON:I3GA(0.w8)STAIN SSTEEL -METALSTRUCTUREb NOTBYGENSTEELODOR CO. MUBTGUPPORT LOADS DOOR F E.IEENNOMIN Fy,se RMIN 61.1w53I(SIOR BETTER IMPOSED BYDOOR SYSTEM ANDTRINSFER THEM TOTHE BUILDING 6TRUCRIRE MAY GIIALIFT HIVING•WL,CERTIFICATE'A9AVEPoFlGTIONQF THEAVMLABLEMIN VIEID STRENGiN NOTES' EGRESS REOUIRWENTS TO BE REVIEWED BY BUILDING OFFICIAL E)ORAMCNORSPOR ANCHORWfO{WODONLY SILL CORNERS"•- (R) M'�•AR RI•LNTOMIC. SINGLE DOOR TYP. ELEVATION HARDWARE CONFIGURATION OPTION 1 THRU 10 FOR ACTIVE PANEL ONLY A]3N-IM twma OTFU 13 an nuu polmolgoo, H o l- 5 . OPTIONAL EMBOSSED DOOR LEAF PATTERNS: iuv 15 20R PRG=Cf MEVISED Inmspy6{vHl NN FiDAde .THING WING. P.E '. FLORID REfJSTRAMON '. 'IS C•d• )^,„/�3.0, AaWinttNP PE 055983 . GfieA.lw dt<,�x�l. 2.0 a� ltL..cl•11.� CAN. 2R6]] �{iK�CWJtI- WE yo�1I� FiN •D% �r OQ < Z j o LU N N3 WZ % ZO z z W N� U o qfw 1 y w � z p 1 Lua 3T/Ja bl mun u lnlb'T Io-o. onrso m. AD10-01 SHEET 5 OF E HEAD DETAIL IQ HEAD DETAIL A F S j&pK®�Q�� oeeDD my C y TYPICAL ANCHORS Fd. THRESHOLD: TYPE F.1 114" OR 5116" DIA. ULTRACONS BY'ELCO' Fy =155 KSI Fu DIRECTLY INTO tD`-3000 PSI MIN. CONCRETE 1-121' MIN. EMBED 2-12" MIN. EDGE DISTANCE TYPE F.2 114' TAPCON BY ITW FY=00 KSI Fu=120 KSI DIRECTLY INTO Id-3000 PSI MIN. CONCRETE 142•' MIN. EMBED a • Hi"" m a` 2-12" MIN. EDGE DISTANCE Atl•Tclx < .. • m D13FI1L6BiAtEP1AlE ! . ' +• IN. EDGE DISK W+m Rlmm•ANDNORs sEESHEErxF • SEES Ii12FaR I In'EN 13IWO CONCRETE MIN. EDGE.DIST. TWIGJ.ARCH R MI EDGED[ T. xrPluL AxcxoR SEE EIEVAt10 EEe UWARDN SEALANT: FOR svptplG FOR SFAON TYPICAL THRESHOLD TYPICAL THRESHOLD%1 OPTIONALTHRESHOLD r�l ALL FRAME JOINTS AND CORNERS TO BE SEALED MTEOFOR WATERRESISTANCE MTEO FOR WATERREEISTAN MT® FORWATER RESISTANCEn ... IMTHSIL=NEATPERIMETER NOV Z� 2OI7 ALL SCREWS SEALED WITH GE SILICONE II ANCHOR 1W JAMB BOTTOM CORNER: r NO WAN,• P,E ANCHOR ®REMOVABLE MULLION BOTTOM: ANCHOR Cd REMOVABLE MULLION TOP: MORDA RE(#SIMIION FRODOCf REV�9 PE B559R3. TYPE F,3 3/10" DIA. ULTRACONS BY ELCO' Fr-155 KSI Fu=177 KSI TYPE F.3 3!3" DIA. SLEEVE ANCHOR BY'WEJ-IT TYPE E.1 1!4" SMS OR#14 SMS (MIN. GRADE 2 rwpgSyaib x4Pbxi4 CAN: z9sTT DIRECTLY INTO fd-3000 PSI MIN. CONCRETE DIRECTLY INTO W-3000 PSI MIN. CONCRETE CRS)0R STIST A a�sXr -08D d� 1-10 MIN. EMBED, 2-12" O.C. 1-12" MIN. EMBED,1-3W O.C. DIRECTLY INTO fd=3000 PSI MIN. Es}N4W�6te - }J 2-02" MIN. EDGE DISTANCE 2-12"MIN. EDGE DISTANCE CONCRETE 1-12" MIN. EMBED, 212" O.C. 2-12" MIN. EDGE. DISTANCE �'"•�'" uewi once cnurm %;'IP�'-"'�• APPPOVEO sEAuxr ANhtl TO BEAPPUEDED A3 N'EEUFD CONCRETE HEADDETAIL A FwowaeoowD.nr z11 0 iR HEAD DETAIL A m• Sol AD10—O] SBehT E OF e 3000 PSI GROUT FILLED WIRE ANCHOR (SEE ELEVATION FOR SPACING) -SEE SHEET 3 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) DOOR JAMB/HEADER TO BE 3000 PSI GROUT R ig CK 1 /f--FILLED WHEN WIRE ANCHORS ARE USED VON DUPRIN LOCK OPTION 1 E 1° ACTIVE SURFACE -.-� I`($EE SHEET B) INACTIVE VERTICAL ROD o $ & i .__..:.. ) _ _ o Rd t,t 5I � I ....I n u I u 2�, ANCHOR TYPE F1 ii� al L i 1 i i f - I e e DIA. ULTRACONS / I 3 ® (1-`-"EMBED)2E.D. iii ei a 13 �.. EXTERIOR ill II �o 18 IVES SURFACE- f12-14x7)$"SCREWS #6x 11TEK SCREWS p j Elto BOLTS @12"OA @6V2"O,C 1-xt-' Ili it ry S _ DOUBLE DOOR OPENING WIDTH=SIT MAX. 16 GA STEEL (SEE SHEET 1) 4-" LG ANGLE >: DOUBLE DOOR FRAME WIDTH-997B'MAX. I , p it "4 a4 IS SHEET E) N' I of C n �2 P� �B EMA ANCHOR NACTIVE ACTIVE --VON DUPRIN MORTISE w 2 0 / LOCK OPTION __ .PANIC DEVISE 'fie" 0 Sm AT EA. ANCHOR IVES SB 453 SURFACE(SEESHEET 6) a �€ ^.MOUNT FLUSH BOLT? ' // I _. .............._ 7Nry .. t l OPTIONAL BOTTOM CORNER'ANCHOR DETAIL HINGEJAMB' DETAIL C I l�-. S116"DIAUL�CONSBY-ELCOF=165KSI F0=177 1=165KSt FU-177 TYPEA7 DIRECTLY INTO 2BYWOOD BUCK TYPEA2 DIRECTLY INTO Id-3000 PSI CONCRETE 1.12"MIN.EMBEO 2.10 MIN. EDGE DISTANCE 3/5'DIA HLC SLEEVE ANCHOR BY HILTP TYPE 8.1 DIRECTLY INTO fC=3000 PSI CONCRETE, 3' MIN. EDGE DIST. TYPE 8.2 DIRECTLY INTO W=2000 PSI CONCRETE BLOCK 3-12" MIN. EDGE DIST. 1.114'MIN..EMBED 31W DIA SLEEVE ANCHOR BY VMJ-IT' TYPECA DIRECTLY INTO fB=4000 PSI CONCRETE, 2-N'MIN, EMBED TYPEC.2 DIRECTLY IWO fm>2000 PSI CONCRETE BLOCK, 1-1/4" MIN. EMBED 2.TI8'MIN. EDGE DISTANCE i{ i £u__�� I i f II EXTERIOR 15 4 lROD�pC1aTiB B xoa C6=9 MEETING STILE DETAIL Cop pi W+een l -0 •D) 9 LOCK OPTION #2 SHOWN D i' m F1 L E, TYPE D. 318" D1A POWER BOLT BY'POWERS' DIRECTLY INTO fd=30D0 PSI CONCRETE 2.1/2' MIN: EMBED 3" MIN. EDGE DISTANCE TYPE E. 6N6" DIA. EMS OR MACHINE BOLTS IMIN GRADE 2OIA EMS OR MACHINE BOLTS GRADE 2 CR�OR STISTST/ST INTO METAL STRUCTURES (STEEL OR ALUMINUM 1W MIN, THICK.' file" MIN. EDGE DISTANCE STEEL: Fy- 36 KSI MIN ALUMINUM: 6063-T6 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE G. 'ARE ANCHOR I yF =60 KSl1ANCHOR IFV �O KSI1 ML+L fftoNo 0.173 DIA STEEL WIRE ANCHORS EMBED INTO $000 PSI CONCRETE BLOCK (HEADER/JAMB TO BE GROUTED WITH 300D PSI CONCRETE)' "" 22 PEMKO 375 ASTRAGALW/ SPONGE NEOPRENE NQ11.115; 2017 l W PWG.WAN. p.E6 ' FlJ1R111.(101 110NPE " ''O61[ M-45-6I ^^^ ma /C.V1-i2867.7 IID6M V- rwias io-e6 iV,r�• -0 ADID-01 IC HC822 MULLION REMOVABLE MULLION W/REINFORCEMENT SEE SHEET 3 FOR MIN. O TYPICAL ANCHOR (SEE ELEVATION MSEUIMEWT , ©EMAANCHOR IVES SB453 SURFACE FORSPACING ,{ �" ATEA.ANCHOR OR IVES FB458 FLUSH SEE SHEET 1) y ( _ INACTIVE W �3�: o� o O Z W O�� I " I� D 9 1 iN ..:� ik m 114". MAX. © 13 3� 3 SHIM SPACE .EXTERIOR M � HINGE JAMB DETAIL O MEE �.+ LOCKOPTION 8 EMAANCHOR SEE SHEEf3 FOR o� AT EA. ANCHOR 'LOCK OPTION (SEE SHEET 6) TYPICAL ANCHOR O ,' ,13�S i ACTIVE (SEE ELEVATION o 0; FOR SPACING yY j l 1 SEE SHEET 1) l LE SHEET ACTIVE a 24' LLENGTH :EL BAR A-366IIN��ACTI�VE M a , L--E 1!!! w � i 3 o MAX. V 3 SHIM SPACE y EXTERIOR HINGE JAMB DETAIL ^ l� MEETING STILE DETAIL D LOCK OPTION#4 SHOWN 8 EMA ANCHOR SEE SHEET 3 FOR w AT EA. ANCHOR (2)IVES SB 453 SURFACE MOUNT LOCK OPTION TYPICAL ANCHOR �� ACTIVE (SEE ELEVATION w U FLUSH BOLT 0(TTOh (SEEINACTIVE ,(SEE SHEET 6) FOR SPACING SEE SHEE71)� HINGE JAMB DETAIL C RLE • Ate. SPONGE22 PEMKO 375 ASTRA p GALWI ... EXTERIOR US J �U Qy MEETING STILE DETAIL LOCK OPTION # 5 SHOWN .D suer 4ff SEE SHEET 31 [TYPICAL ANCI- (SEE ELEVAT FOR SPAC SEESHEE HINGE JAMB DETAIL 1c I TYPICAL ANCI (SEE ELEVAT FOR'SPAC SEE SHEE HINGE JAMB C DETAIL Q8 EMA ANCHOR SEE SHEET FOR AT EA. ANCHOR TYPICAL ANCHOR . (SEE ELEVATION;MIN. FOR SPACINGSEE SHEET I) lu w 000 s 114'MAX. 0 SHIM SPACE ._ 1. - QB EMA ANCHOR E g O LOCK OPTION AT EA. ANCHOR SEE SHEET 3FOR /ON DUPRIN' 9875 PANIC DEVICE SEE SHEET 6) f� TYPICAL ANCHOR o NACTIVE I SURFACE ACTIVE (SEE ELEVATION MIN. `a -----I GVR VERTICAL RO FOR SPACING) MB /6J 1 ... _ _ I 6 W EXTERIOR I 1/4" MAX. m MEETING STILE DETAIL LOCK OPTION#B SHOWN SHIM SPACE --' .- STRIKE JAMB DETAIL E _ O nc. m 8;& -r CHOR a ``=l SEE SHEET FOR AT FA. R" it DIB x ONDUPRIN" 9876 PANIC DEVICE TYPICAL ANCHOR (SEE ELEVATION 111 SURFACE LOCK OPTION -" IVES SB 453 SURFACE ( FOR SPACING) IN. MBEOMEN7 20 - o m VERTICAL ROD (SEESHEET 6)-MOUNT FLUSH BOLT i ZZ SFr Wy N O 5 s@@ INACTIVE (�JJ/ ACTNE i - -* i {{Wuu C W Y .I " :I ZOZ t9 Wm0 W o=q ' EXTERIOR 4' ® 4 I ! SHIM SPACE MEETINGSTILEDETAIL D STRIKE JAMB. DETAIL C QNPq' LOCK OPTION#7 SHOWN - G Q.A SEE SHEET 3 FOR @EMA ANCHOR a $ u 131.12 'I TYPICAL ANCHOR AT Fit. ANCHOR t, ]N DUPRIN" 9876 PANIC DEVICE LOCK OPTION (ACTIVE I (SEE ELEVATION 'MIN. a c SEESHEETS) ----t\ CVR-I 9VR ACTIVE A !---- FOR SPACING) MBEOME I r �- o � , L 0 UOU W 0 of _- IWMAX z IXTERfOR 1 SHIMSP MEETING STILE DETAIL LOCK OPTION#8SHOWN D STRIKE JAMB DETAIL C a�OOBCT9t:'�BU r{delwLL Rcgc5lpBSnAtmN "000*1-%mFkqft � cJEP vn o r m _ ft c 30'6ta v uAIL xrs. Ator"m br. •0 .0 a v� 22 PEMK0375 ASTRAGAL Wf SPONGE NEOPRENE iir."tfL:?;.fit• AD10-01 :�•`..'�' IAWIAI BA➢E COUNfY '+Ili (111"' BABBi 6 OP e OPTION 1 ACTIVE LEAF: VON DUPRN 93MO SURFACE VERTICAL ROD WITHIMP STRIKE \ USING SIX69425.(I-) MACHINE SCREWS ANDTNO#14a5 (1T MACHINE SCREWS SEALED WITH 'GE SILICONE IP WES• SB483 SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT. TO BE FASTENED WITH (2)10 x 1-1/I' MKS SCREW- (2)14x1 1- w M6 I LOCKOPTIONS LOCK OPTIONS FOR DOUBLE DOORS ACTIVE PANEL CAN APPLY TO SINGLE DOORS OPTION 5 ACTIVE LEAF: MANUALLY 'HC23OOMORTISE PANIC T TO SURFACE OM. MANUALLY OPERATED FLUSH DOLT AT TOP AND BOTTOM. WITH (4) 10 x 1-114° FH SMS INACTIVE LEAF: I INACTIVE LEAF: VON DUPRIN 882IE0 SURFACEVOMCAL ROO=HIIZN Mn# TREC13MIT H5800 CONCEAIEDVERTICALROD.SURFACE USING SLK# Simn(1-) MACHINE SCREWS ANOTAO#141Snm MOUNT TWO POINT LOCKSYSTEMN#RI'PRECLSIOW PANIC (19 MACHINE SCREWS BEALED WRTH DEVICE LOCATED 40-FROM BOTTOM WITH (4) ID-24 x 1.110 GE SILICONE IP OH MS 'TIES* S8453 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLT TO BE FASTENED WITH (4)12x 1-1/4' PH MS OPTION 6 PEMKO #T7SCR OVERLAPPING ASTRAGAL ACTIVE LEAF: 'PRECISION' HUM CONCEALED VERTICALROD. SURFACE OPTION 2 MOUNT TWO POINT LOCKSYSTEM WITH TRECISK,N'PANIC DEVICEWITW (4) M24x 1.114'. LOCATED 3 Ilr FROM BOTTOM ACTIVE LEAF. INACTIVE LEAF: DPI B875 MORTISE EXR WITH R4&32 x 3A'FH MS. 'PRECISION' HC2203SIIRFACEVERTICALROD.SURFACEMOUNT LOCATED39 14'FROMBOTTOM T MMLOCKSYSTE WV 'PRECISWMPAMCDEVICELNTH (4)1044 x 1-IW OHMS, LOCATED39HIW FROM BOTTOM INACTIVE LEAF: (2)SURFACE MOUNT METALLIC STRIKE PLATEATHEADTO TVES' S9453 SURFACE MOUNT MANUALLY OPERATED BE FASTENED WITH (2) lX2D FH MS SURFACE BOLTTO BE FASTENED WITH (4)12 x MW FH MS PEMKO MSCR OVERLAPPING ASTRAGAL OPTION 7 ACTIVE LEAF: 'PRECISION' HC229O SURFACE VERTICAL ROD. OPTION 3 (4)10,24x 1.114. OH MS. LOCATED 3"W FROM BOTTOM \ INACTIVE LEAF. ACTIVE LEAF: TIES SN53 SURFACE MOUNT MANUALLY OPERATED RUSH -SARGENT' IM SURFACE MOUNT MORTISE LOCK WITH BOLT. TO BE FASTENED WITH H)12 x 1-11V FH MS HANDLE. WITH SURFACE MOUNT METALLIC DEA11BOUT. LOCATED 38' FROM BOTTOM WITH (2) 032 x1" FH MS OPTION 8 \ INACTIVE LEAF: 83M' LONG 18 GA STRIKE BOX TO BE FASTENED BY MAIZ24 ACTIVE LEAF: SCREWS NON DUPRIW SUIT CONCEALED VERTICAL ROD WRH PANIC NEB' SRAM SURFACE MOUNT MANUALLY OPERATED SURFACE DEVICE WITH(2) 11412. 318' PH MS. LOCATED 35-3/4'FROM BOLTATTOPANDBOTTOLL WITH(4)142Ux1318'FHMS BOTTOM SURFACE MOUNT METALLIC STRIKE PLATEATFRAME HEAD INACTIVE LEAF: TO BE FASTENED VIM (2) #t0 x 1-1M' FH SMS 'PRECISION" MC2800 CONCEALED VERTICAL ROD. SURFACE MOUNT TWO POINT LOCK SYSTEM WITH'PRECMIOM PANIC DEVICE WITH (4)1024x 1-114'. LOCATED 39AW FROM BOTTOM OPTION 4(RIMEXRWTHMULLIDN) ACTIVE LEAF: PRE O XC2100 RIM EXIT PANIC MECHANISM. SURFACE MOUNT LOCATED 41-Wr FROM BOTTOM WITH BY (4) IryM x 1-IM-OHMS MUWON INACTIVE LEAF: `PRECISION" HUM RIM EXIT PANIC DEVICE SURFACE MOUNT LOCATED 41374' FROM BOTTOM WITH BY (4) V420x 1' FH MS REINFORCED MULLION: HU022 PRECISION HARDWARE REMOVABLE WITH (4){'20 xt MS OR #14 x l' SMS ATTOP. t x2,' SLEEVE ANCHOR EMBEDDED 14- INTO CONCRETE AT BOTTOM. OPTION 9 ACTIVE LEAF: MORMA' CL700 SURFACE MOUNT METALLIC HANDLE AT 3910 FROM BOTTOM WITH (2)d&38 X 341' PH MS AND (2) M X 3W FH MULTI THREAD SCREW. DORMV DB BBO SURFACE MOUNT METALLIC OM BOLT AT 4510 FROM BOTTOM WITH (2)IM'40 X I Sir PH MS: (2)#1032 X2 WV PH ME AND (2)88 X 3W FH MULTI THREAD SCREW, INACTIVE LEAF: ONE FLUSHMOUNT METALUCSTRO(E PLAIEAT3912° FROM BOTTOM W7 (2) #10 X 1' FHSMS AND ONE FLUSH MOUNTMETALLIC STRp@ PLATEAT 45 12' FROM BOTTOM W/ RM5 X 3I8' PH MULTITHREAD SCREW. 9VE5• S6453 SURFACEMOUNTMANUALLY OPERATED SURFACE SOLTTO BEFASTENEDWITHH)12x1-IWFHMS , DOOR LOGE CON5TRUCTION DOUBLE DOOR BZA �2 0 eF HINGES: STEEL MORTISE HINGES 4 PER LEAF, LOCATED AT q MAX FROM TOP OF DOOR TO CENTER LINE OF IST. HINGE ANDTOBESPACED U n� OUTNOTTOEXCEED37-15H6'FROMCLTOCLOF Zy HINGE TO BE FASTENED BY#12-24x?FLATHEAD MACHINESCREWS. Z f I Y � a �pro..rmc SINGLE DOOR Z pd HINGES: STEEL MORTISE HINGES 4 PER LEAF. LOCATED AT IL3M' MAX. FROM TOP OF DOOR TO Di CENTERLINE OF IST. HINGE.ANDTO BESPACED Wy OUT NOT TO EXCEED 2S5118'MAX FROM CL TO CL 7 OFHINGE.TO BEFASTENED BY#12-24x' OD q FLATHEAD MACHINE SCREWS. ACTIVE LEAF: E 'DORMLI' CUM SURFACE MOUNT METALLIC HANDLE AT 39 IW � FROM BOTTOM WITH (2) MO X Wr PH MS AND(2) 0 X LB' PH n�f18B B#Y MULTI THREAD SCREW. 2 TORMA' DE800 SURFACE MOUNTMETALLIC DEAD SOLTAT45 a° 12' FROM BOTTOM WITH (2)1M'40 X 1518' FH MS: R)#1032 X 2 SW PH MS AND(2W X 35'FH MULTI THREAD SCREW N INACTIVE LEAF: m Q TVES°FB458 FLUSH MOUNT MEIIAWC FLUSH SOLTSAT IY `� � x AND71-FROM BOTTOMWO(4) 08 X310' PH MULTI THREAD J0 id Y# SCREW. ONE FLUSH MOUNT METALLIC STRIKE PLATEAT391F! r FROM BOTTOM (2) 410 X V PH SMS AND ONE FLUSH NL MOUNT METALLIC STRIKE PLATEAT 4512'FROM BOTTOM. C WI (2)" X 35' PH MULTI THREAD SCREW, Z V1 i F m1FUcr YEvom bladfinergxpple ft HctiwW -AAlxpruaN# l7-ONO3•DI ,24PIrLW Brix��-2`,p l Nov 15. ADIO-01 San 8 OF 8 zra' y 1`y6 O a' 2" N y I HMW DUST Box r 18 GA DOOR FRAME JAMB AND HEAD OAmy 3�s" 'o. 1T/e 1T/e THRESHOLD 5" n I e" h11N0 '�/ 10 GA HINGE REINFORCEMENT ®<T-" & CLOSER BOX REINFORCEMENT 16 FAh00 MASONRY WIRE ANCHOR ry•mW ]W. PSLOT T OLMVI.F MD RptffORSEYEI rvFa Fussurses[ 60W w]Rn5E91PoXE SURFACE BOLT STRIKE (OPTION A) IT SURFACE BOLT STRIKE (OPTION'13) PAWF OR10101IDtMJ V MORTISE BOX Fflt340(is"] REINFORCEMENT FRAME REINFORCEMENT 4 ,l2" 11 'Y PNLHOR /T . - 3 Slo I� Fi h*" .wi eu un OIx-x1 SCREN9 t 1/15' FR1f00M FA1a10 EMASTEELANCHOR STRIKE DUST BOX A F wi¢I lowauRFACE , + II to w.Moanse I A'm BOLTNOHfISESn11KE • 1 IGCKEnC£ R5NFORCEMENF F PflNFwLENENT N d 'i' F�t1S�EWnR ,� GLENdLLFD 1I1� AMITAPPEn FOR t122�8LREW F GR11WM OR1T00 SURFACE BOLT STRIKE MORTISE LOCK EDGE REINFORCEMENT REINFORCEMENT �, FA10d0 F � o� AKIBUtfYB\ gtMW/hlt+li ArFpnm NCI P.t%rgW hh, FLOOR ANCHOR 12 GA. REINFORCEMENT PLATE F1x3�5CAEN9 FRIIW O PRECISION STEEL MULLION VINYL CAP " 1 VPWG W<NG„P.E RO%DA REC61RAilON AD10-01 SHM 7 Ora Qe &ti Ko U o a nm pN NN (j mm 2 n o <w r Zj a. ab WZ G Zu . Z 3 a W ^� m Y i tw Y' L r� V O y V < '� O 61015FOR W99Ef8 i' �N q o0 O LL BtLf6FORMEBMIFD TRBBON.NN66 �F1� r��K dPCa1dtCCe J Lwkiaftw y n'W I F' � ` COP , Aq%�q�&mNo 01 1. •,. oN Z VI f a FRYIEF�CF)IIW CONIWPI4T%2CFD Fy, 0 NIp F ORWMSY00111 W 'n II I ;. �.n,�:ZQ.7 c�nmum sssre '' nnaioA`BE(asrRnTwx � iAas PE /SSBBJ wn mmii Te u ' wavx ia-n I CORNER FRAME CONSTRUCTION• ✓ °°1°° N0 . ". - AD10-01 uuui VVE carom BILL OF MATERIALS ITEM PART No, MATERIAL OTY, DESCRIPTION MANUFACTURER/SUPPLIER/ REMARKS 1 - STEEL OR ST/ST qS REBD. FRAME HEAD/JAMB (5-a' x 2'> 18 GA. C0.048MIN.> Fu= 48KSI HIN. 2 PMX2051 ALUH. 1 THRESHOLD PEMKO WITH VINYL INSERT 3 - STEEL DR. ST/ST AS REBD. DOOR PANEL 20 Gp. (0.036MIN) Fu= OS KSI M1N, 4 5 DR1010 P 3B7 STEEL AS REOD. AS REBD. MORTISE BOX RENFORCEMENT PEHKO 387 CLOSED CELL SPONGE VEATHERSTRIP GENSTEEL PEMKO 6 - STEEL 12 GA. STEEL REINFORCEMENT GENSTEEL 8 FA3030 STEEL AS READ. EMA ANCHGR PR 10 DWAR GENSTEEL 9 SH453 - qS REBD. J' SURFpLE BOLT IVES 58453 10 FR1200 STEEL AS REBD. 1-1' x 12. 16 GA. FRAME REINFGRCEMENT GENSTEEL ll FA3040 STEEL 2 FLOOR ANCHOR 16 GA. C1-}• x 1-�' x 4-}' LG> GENSTEEL 12 13 14 IiR2000 HR1030 DR1700 STEEL STEEL (10 GA.) STEEL q PER LEAF 4 PER LEAF AS REND. HINGE DUSTB[DC HINGE REINFORCEMENT WELDED TO FRAME OR DOOR MORTISE LOCK EDGE REINFORCEMENT WELDED GENSTEEL GENSTEEL GENSTEEL 15 16 17 IB FR1100 179-454 FA3030 STEEL STEEL STEEL STEEL AS READ. 4 PER LEAF AS READ. AS READ, pSA STRIKE BOX RQNFORCEMENT DOREX, HAGER 9179-454-15 HINGE MASONRY WIRE ANCHOR 20GA. DUSTHOX GENSTEEL STANLEY 0.173 IA. F =60 ksl GENSTEEL 9 PMK2005AT ALUM. 1 THRESHOLD OPTION PEMKO ALUM, 1 PER LEAF DOOR SWEEP ' UNIQUE 21 ASf080 STEEL 1 fOGA. 2' FLAT ASTRAGAL W/ N12-14 x 7/e1SCREWS @ 12' O,C, GENSTEEL 22 23 375CR PMK177A ALUM. ALUM. 1 1 ASTRAGAL WITH SPONGE NEOPRENE W/ 46 xt' TEK SCREWS @ 6. O.C. THRESHOLD PEMKO 375CR PEMKO 24 - VINYL 1 VINYL CAP - 25 FRI100M STEEL AS REQO. STRIKE DUST BOX GENSTEEL 26 DR1700M STEEL AS REND. SURFACE HOLT STRIKE REINFORCEMENT GENSTEEL 27 DC1000 4 DR1000 STEEL AS REOD. CLOSER BOX REINFORCEMENT GENSTEEL 28 CH3601 STEEL 2 DOOR END CHANNEL GENSTEEL 29 STEEL AS REOD. 2' x 4 1/2' IO GA REINFORCEMENT GENSTEEL 30 - STEEL AS REND. 2' K 6 3/4. 10 GA. REINFORCEMENT GENSTEEL 31 HONEYCOMB - S REOD. INSIDE OF DOOR PANEL GENSTEEL i SILL DETAIL . EXISTING MASONRY ANCHOR 11 i INTO CONCRETE WALL .CMU - •,1* +•' , Tr •o .�! II WXc.�, .. is w'41r 3, X-7, ;• OPENING Appmx 04..t.i °� .•.n, Etit/At tir ; PA N. ♦ �t .9 � • .Maa t ?" MIN. $".MIN. EMBEDMENT EMBEDMENT MIN. '• 3.12V MR l i'1...r C� EDGE ICE 4 a a • 4. •� '" 4"#,. DISTANCE MIN.4-61 �e "t'. • ;, 3.1 M1N. ICE u9 DISTANCE. �I.OqYLL /mrso `I/¢"M� / r MIN. 300DAa1 CONCRETE TYPICAL WITH 2" �. "WITH ` MIN. EMBEDMENT — — — -EMBEDMENT- POWERS POWER.- POWERS POWER BOLT. SOLT, POWERS LOK BOLT AS. POWERS LOK BOLT AS, OR HMI HLC—FPH SLEEVE HILTI HLC—fPH SLEEVE ANCHOR, OR SLEEVEANCHOR* IN MAS�IRY/i fiU SIMPSON STRONG TIE SLEEVE ALL ANCHOR IN tX)NtXtETE 3/8 DUL LOCK—tN EMA—U ANCHOR WELD —IN SILL Pemko 2005T Protecto MM200"" Liquid Waterproofing Membrane REPARATION: :pair all structural deficiencies before applying LWM200. Protect areas or surfaces not to be coated, :h as doors, windows and floors, prior to applying LWM200 Liquid Waterproofing Membrane. Non ctural gaps and cracks up to 1/16" can he sealed with LWM200. Gaps and cracks 1/8" -1/4" must be ad with Protecto Sealant 25XL. Gaps larger than 3/8" must be repaired prior to appying LWM200 Liquid proofing Membrane. �'AT10N: LWM200 Liquid Waterproofing Membrane may be applied with a brush or roller without dilution. Equipment cleans up with water. LWM200 Liquid Waterproofing Membrane may be sprayed without dilution with an airfess sprayer. Call your Protecto Wrap Representative for additional information. RROTECTO WRAP ACCESSORIES Protecto Sealant 25XL is a high perfor- mance, low modulus, one component, moisture curing, poyurethane sealant It is a durable weatherproof sealant that offersexcellent performance for back bedding nail flanges for window and door installation and sealing door thresholds. A high tack, tenacious, durable, self -adhered air/vapor barrier tape system used for sealing PVC and aluminum fin windows and doors; window and door openings; and as a full coverage air vapor barrier membrane. Protecto Wrap Stucco Tape is a superior self -adhering air and , moisture barrier for vertical and horizontal EIFS/Stucco systems. Protecto Wrap Stucco Tape is a 30 mil SBS modified rubberized asphalt membrane with a polyester top surface. The ultimate protection from air 1 and moisture infiltration under the threshold, Dual Guard has a unique patented flange which acts like a gasket, sealing off the sub - floor and preventing air and moisture infiltration. C P. 0! "Y'