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HomeMy WebLinkAboutProduct Approval; Swinging Exterior Door AssembliesFlorida Building Code Online 12118/20, 7:34 AM p'Y I wf} -•j S r wx CNN- R OR Fi w a.eRHut n+:.tt o9, .. te. roe R., rr�jlh-:.?st roduct Approval USER: Public User j Product Aoproval Menu > Product or Application Search > Aoollcatlon Llst > Application Detail FL # 1382-R1 Application Type sion Code Version 7 (:Approv Application Status ed Comments Archived } Product Manufacturer Gensteel Doors Inc. Address/Phone/Email 4 St. Laurent QC CANADA H4T 1K6, NON -US 12901 (514) 733-3562 Ext202 brunogervasi@gensteeldoors.com Authorized Signature Jalal Farooq veronica@afceng.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Asse lies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ammad Rlaz, P.E. 0 Validation Checklist - Hardcopy Received Certificate of Independence FL21382 RI COI SS - Genstarm OS Louv rrvO ague -Glazed Steel Door (LMI)-Cl.odf Referenced Standard and Year (of Standard) Standard TAS-201 TAS-202 TAS-203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 1994 1994 https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgveOO7nSKOaGCNji8e2hHStCPrOv%2bdNvfFMsHbgZp9Nxg%3d%3d Page 1 of 2 Florida Building Code Online 12/18/20, 7:34 AM Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Method 1 Option D 06/21/2019 06/21/2019 06/25/2019 3/2019 FL # Model, Number or Name Description 21382.1 Series "Genstorm" Flush 4888 Outswi g Opaque Steel Entrance Door h rge missile Impact resistant utswing opaque steel entrance door. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL21382 R1 II SS - Opaque Outswing Steel Door LMI - DWG W16- Approved for use outside HVHZ: Yes Impact Resistant: Yes 17.12df Verified By: Javad Ahmad PE # 70592 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: See attached drawing W16-17 for span vs load combinati and Evaluation Reports installation details. FL21382 RI AE SS - Genstorm Opaque OS Steel Door (LMI)-PAE.pd Created by Independent Third Party: Yes 21362.2 Series "Genstorm" Glazed Outswing Steel Large missile impact resistant outswing glazed steel entrance door. Entrance Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL21382 111 II SS - Glazed Outswing Steel Door LMI - DWG W36- 31.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: See attached drawing W16-31 for span vs load combination and Evaluation Reports installation details. FL21382 111 A SS - Genstorm OS Glazed Steel Door (LMI)-PAE.pdf Created by Independent Third Party: Yes 21382.3 Series "Genstorm" Outswing Louver Steel Large missile impact resistant outswing louver steel entrance door. Entrance Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL21382 R1 II SS - Louver Outswing Steel Door LMI - DWG W16- Approved for use outside HVHZ: Yes 30.pdf Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: See attached drawing W16-30 for span vs load combination and Evaluation Reports installation details FL21382 R1 AE SS - Genstorm OS Louver Steel Door (L M)-PAE.odf Created by Independent Third Party: Yes Hark Nezt The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here.-. Product Approval Accepts: https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgveOO7nSKOaGCNji8e2hHStCPrOv%"2bdNvfFMsHbgZp9Nxg°/"3d°/"3d Page 2 of 2 m 6 / / z- / LOCK OPTIONS � SEE S SNEET 9 SH � 0 \ \ \ ACTIVE \ Rairclom1 oul u 11 m G.C. DOORS .fIG%6 D00)39 _I.(.1itD CAP - DOOR DIMS. .:::.::OP7fON,yi; ...• ...$' S, 0, 9 . ' .,.. ..6�..R0. ,.. 41' 6,' 1' _ `5i',"`• -- .._.. _ :_ .._: .0 ....._ `. 'Boo -..:...70:0-: ; ._. ...... p-05w.- THIS PRODUCT kDAS BEEN OF IDf1® AND TESI ToCOMPLYWnls REQUIREMENTS OF THE 2017 n EDITION) FLORIDA BUILD= CODE UMO HIGH VELOCITY HURRICANE ZONE WH iBY-OR-BBY'9POOD�BUCKS * BUCK FASTE77ER5 BY OTHERS; MUST BE OFSXNEO AND INSTALLED ADEQUATELY TO THANSf'ER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSIOt.4, TSTydT, `SPAM A$ SHOWN ON DETAILS AND INSTALLED PER RLWUF'S INSTRUCTION$. SPECLFIED EMBEDMENT TO BASE MATERUL SHALL BE 9EYOND WALL ORF_SSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND :NO►I.-COMPRESSIBLE MATERIALS INCLUDING BUT NOT LINKED TO AL SCREW$ THAT COME INTO CONTACT WRY OTHM DISSIMILAR MATMWLS^SHAL-MEET THE REOUIRWETRS OF THE 2017 FLORIDA BLDG. CODE _& .ADOPTED'STANDABDS. THIS PRODUCT APPROVAL, IS GOO= AND DOES NOT PROVIDE INFORNA(ION FOR A SITE SPECIFIC PRJECT, hei LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECENWG. THIS P owcT:AND SEALING AROUND OPENING FOR WATER INFILTOATM RESISTANCE M. ` CONDITIONS NOT SHOWN IN'THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE ReAELPEO BY BUILDING OFFrAkL_ MANUFACTIRREFYS LABEL SHALL BE LOCATED ON A READILY VLSMLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE 0 99 7/B'.. MAX. OR FRAATH�tVIo 95 71W MAX_ DOOR OPHG. WIDTH J .. .. / 1 / / LOOK OPTIONS \ \ . SEE SHEETS 9 THRU 12 INACTIVE I -•1 ACTIVE MAX. ANCHOft SILL T)•►{G. STIIES AT 3 O.G. Cxx) ..._ ... ... . DO1JR32L,DOb)iS ,LOAD_ -,CAPACITY..- 1?BP .. ..... ...RAC& DOOR DRAS. OPTLONS.._... 'd<6 ..,. IXT Ink J9-'�/8 , "SB°�•- 80:ff" ; '�LI� _:, -`I0.0 �G.G '�, -`� 6�6,0 � ' �65.0�'' DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED: THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE SHUTTERS ARE NOT REQUIRED. (4) ANCHORS AT 0` O.C. DOUBLE R}OORS STRAP ANCHOR OPTION LIMIT MA)L LOADS TO 170.0 PSF WIRE ANCHOR OPTION LIMIT MAX. LOADS TO fe5.0 PSF SEE SHEET 7 FOR DETAILS CONTRACTOR TO BE RESPONSIBLE FOR THE SEECRON, PURCHASE 'AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOLE NOT OEWATE TROY THE CONOTOONS DOTAIEED ON THIS DOCUMENT. THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDEL ED INVALID IF ALTERED BY ANY MEANS. ' USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGA ENGINEER TO THE P.EO. ETIGNEER SHAD. SUBMIT TO THIS LOTER THE CDiC DRA*NG5 FOR REVIEWi. 9 P.ED. SHALL BEAR THE MTE ANO ORICIIML SEAL AND SIGNATURE E PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. SEALED: BI211201 B FL #21382 ciromng nD.. W16-17:' OA rn-,\ kEJ A.- .0-. TYPICAL ANCHORS_,� SEE aw. FOR SFACWG :IBY OR 213Y 1000 SUCK t NOTE SHEET I 2 lQ90 PSI MIN. JILX FOR SPACING MAX DESIGN LOADS *60 PSF J, 112 1 C, C3 SEE ELEV. FOR SPACING fm—,D —sucKs' AND METAL STRU"ES NOT BY 6 f-mum suppoRT LOADS imposED By DOOR msrEm-AND 12 I BY (Fu.177 ?W, FY-155 KV) TRANSFER THEM TO THE BUILDING STRUCTURE ac INTO WOOD STRUCTURES 1-7/8- MIN. PENETRATION INTO WOOD THRU IBY OR28Y WOOD'BUCKS INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED Ift 06MCRETE 1-1/4" MIN. EMBED INTO BLOCKS v q DIRECTLY INTO CONCRETE OR BLOCKS a 1-3/4- MIN. EMBED INTO CONCRETE rJ a 1-3/4" MIN. EMBED INFO GROUT -FILLED BLOCKS ANCHOR EDGE DI INTO CONCRETE AND BLOCKS - 3-Ile MIN: W o a INTO WOOD STRUCTURE - 1-1/4 MIN. in 2-E SEI F-DRIJ I ING Sag (GRAVE 5 OR$) vjg�* � :u E INTO F.B.C. APPROVED MULLIONS AND rn INTO METAL STRUCTURES Nw (4) THREADS MIN., TO AND BEYOND METAL THICKNESS ALUMINUM: 1'/8' THK -MIN. (6663-T5 MIN.) STEEL- 1/8- TMK. MIN. (Fy I(SI ACN.) (srha. IN coNtAct wrfk AumNum To aE PtATeD OR -mmo) ANCHOR -EDGE, INTO METAL STRUCTURE - 3/4' MIN; F­ —4 gi _'EUQ'0_'oru-I­n m Fy-t:5t Km)c;y it DIRECTLY INTO CONCRETE 03 2" MIN. EMBED INTO CONCRETE T I ANCHOR EDM Ly INTO CONCRETE = 2-Ile -MIN. Woo AT HEAD OR JAMBB SG - 0.58.MN. I Al CONCRETE AT HM, SILL OR JAMBS Vc MOD PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm 2000 PSI MIN. ALL JOINTS AND CORNERS SEALED WITH SILICONE. ,Drawing no SEALED: W2 /2019 1 FL #21382 1/a. wix O O �/a •eax. _ . . _SHIM .. - -#�•` SHIM i8Y REMOVABLE n MULUON . C 0.. WOOD BUCK SH SEE0 RETAIL '.{, -BLOCKSEE HEETS OPTIONS a: CAL ANCHOft + } '!, ., 9 THRU 12 a FOR SPACING ' TYPICAL ANCHORS L ACTIVE FO SPACING ACIM V -g ACTIVE Q ` jy + i ^ i _... - .. ..1,-_..�_.__�......�c- v-.L3. °r.-..•:•,.n.�•-,•..�.--.«<...•.......-..�,e— .••ems•----,._ , � .�J METAL,.!EXTERIOR STRUCTURE"- !• _u.. _ *x,•, apn ........ODOR OPNG. WIDTH .....-.M..._.-.:.,.... --.... ,+-i. '`' SE SHEETS 8 THRU 12 a n: FRNAE WIDTH SHIM. 1/4'MAX.iPT7 M © O `-SHSIISPACE^.. LOCK OPTIONS TYPICAL ANCHORS - ` SEE SHEETS=• ;y SEE FLEV 'y� ` . ( 9 THRU 1Z Y O ,�•,'. FOR SPACING x -. i - ; 'yY z • ;; A OR O BUCK :INACTIVE .__ __. _...... .. .. ' - -,��-....�—...-i..r•.,...•.....-..:� .._..,�L` r:� ':� .,.,•-.�.� EEO' SHEETEI a w -,- _.mow ® j •, a � P � € � i _. . , ^ TYPICAL ANCHORS CAL ... � ORS - T ......,.... •_,BEE SPACING PAC FOR SPACr # a `,.__•p_ : , .� .--•:•�-".'^ MC .' i.. DOO R OP rn "a-•---•---- FRAME..WIDTH till ! a. SEALED: Bt21/2019 t{ •16R:DT' ••� �C�. 11V16-17 FL 021382 !� j ia�. ' '8 eet oT 6 : u u MAX. FRAME HEIGHT = 98 IN. MAX, FRAME HEIGHT = 96 IN. MAX. LEAF WIDTH = 48 IN. MAX. LEAF WIDTH = 48 IN. MAX, DESIGN LOAD - +80.0 ( MAX. DESIGN LDAD - +80.0 -65.0 PSF 1. -80.0 PSF AME. EAR 'VON 6UPRIN 987V MORTISE PANIC EXIT DEVICE ACTIVE LFAF� ' 'PRECISION-HC2800' CONCEALED VERTICAL ROD PANIC EXIT DEVICE LOCATED AT 39-,T/4' FROM BOTTOM T LOCATED AT 39-1/2* FROM SOTT01.1 FASTENED TO ACTIVE LEAF WRH WITH (2) 8-3Z X 3/8' FH MS FASTENED TO ACTIVE LEAF WITH (4) 010-24 X 1-1/4' OH MS ...._.... LEAF WIDTH } (((` is LEAF WIDTH- i •__. - ..... �, Wi\- - LOOK STILE SINGLE DOOR 3' LOOK SIRE SINGLE DOOR M. FRAME HEIGHT = 98 IN. MAX, LEAF WIDTH - 48 IN. MAX. DESIGN 10AD - +80.0 -80.0 PSf ACME I CALL 'VON DUPRIN-9047' CONCEALED VERTICAL ROD PANIC EXIT DEVICE LOCATED AT 40' FROM BOTTOM - FASTENED TO ACTIVE LEAF WITH WITH (6) 10-24 X 1-1/8' PH MS 'PRECISION 'HC2800' CONCEALED VERTICAL ROD PANIC EXIT DEVICE LOCATED AT 40' FROM BOTTOM, FASTENED TO INACTIVE LEAF WITH (6) 10-24 X 1-1/2' OH MS t LOCK STILE SINGLE DOOR , IPb1CTIVE _ _-_� �-�pACiNE - .,; 11 t T: MTG. STILES DOUBLE DOOR 9E'ALED: 6/21/2019 FL #21382 Nm ,crowing no. is W1.6-17 MAX. FRAME HEIGHT = 98 IN. MAX, FRAME HEIGHT - 98 IN. MAX. LEAF WIDTH = 48 IN. MAX. LEAF WIDTH = 48 IN. MAX. DESIGN LOAD — +80.0 1+ MAX. DESIGN LOAD = +80.0 —65.0 PSF. =80.0 PSF ACTIVE EAFc s; ACM t cec 'VON DUPRIN 9875' MORTISE PANIC EXIT DEVICE '. 'PRECISION HC2800' CONCEALED VERTICAL ROD PANIC IXR DEVICE LOCATED AT ACTIVE iI BOTTOM LOCATED AT 39-1/2' FROM BOTTOM FASTENED X ACTIVE LEAF WITH WITH (2) 8-32 % 3/8' FM MS ¥!¥ ITH (A4)) #10-24ED XACTIIl1-1/ - O MS li is k 5 LEAF WIDTH !y! �L�Af WID / M, I'ip fI L. \ 1 Acme. LOCK STILE SINGLE DOOR 6' LACK SIRE SINfAE DOOR + MOM — M MAX. FRAME HEIGHT - 98 IN. MAX. LEAF WIDTH — 48 IN. MAX. DESIGN '•LOAD = +80.0 —80.0 PSF ACTIVE LEPF:: 'VON DUPRIN 9847' CONCEALED VERTICAL ROD PANIC EXIT DEVICE LOCATED AT 40' FROM BOTTOM' FASTENED TO ACTIVE LEAF WITH WITH (6) 10-24 X 1-1/8' PH MS ,tN@G?nlE` mac 'PRECISION HC2800' CONCEALED VERTICAL ROD PANIC Exrr DEVICE LOCATED AT 40' FROM BOTTOM: FASTENED TO INACTIVE LEAF WITH (6) 10-24 X 1-1/2' CH MS tEAF WIDTH, Ef: J \ — .... LOCK STILE SINGLE DOOR '.......QfitCINE..._....... AOIIVE .. ft. STILES DOUBLE DOOR . . SEALED: 6121/2019 FL #21382 Z yyy O h 0 Imal8 op pprr dZi a H W16-17 1.668 ass 4-900 4- 12.000 18.000 1.125 2.422 .1. 041-,.MLE DRILLED AND TAP FOR f12-241 SCREW 14 Sox .038P STEEL STRAP REINFORCEMENT -.048' STEEL BARREL SUPPORT 0.04e STEM EDGE REINFORCEMENT HOLES DRUM AND TAPPED FOR fB-32 SCRM CK & DEAD BOLT REINF. HOLES DRILLED AND TAPPED FOR 012-24 SCREWS ASA STRIKE BOX L_J! 2 5, 4.000 ES DRILLED TAPPED F; fill � � (> cy HINGE REINF. 7. N., N% SEALED: 6721t2019 Wl 6-17 FL #21.382. CONTINUOUS WELD ALONG FACE ONLY, CRINGED SMOOTH, ' . BONDO FILLED. b SANDED DOWN AND TOUCHED -UP Iry WITH PRIMER PAINT. a• Tom. �;,�;.;:.�-�• a. � �# , is SLOTS FOR GUSSETS-{ �,{�'.�t!• o Y SLCTS FOR INTEGRATED I TABS ON JAMBSSv l' 1 a 3/16' DIA. ULTRACONS :� I' i 4f I I oto �.�.. 2 1/2 MIN. EDGED I�` ! •2+.i�r P I .f I I I FRAME FACE/7RIM �y �>'. �'"'CONI6YOUSLY WELDED AND t 'no -f m, GROUND SMOOTH HAT ANCHOR SPACER 1 1-1/2' x 1-1/2' X 18 GA. f SPOT WELDED TO FRAME—i q:l:� STEEL.AN;LE TYP. AT:ANCHOR LOCATIONS i' •4-1 / 2" LONG I 1 i._ t ` 22 GAUGE ..GUSSETS , y + ;s ti 11 C 1r TABS tMME CQR=; T OB Old SAAR=-ANCHOR: DEFAiI� OPTION 12 1 j _._ c° oplioNAL m = r f CN 1 , w -di' ing no, FRAMES WTTHOLTT 28OUT OPTION _ ... .r �� .._._.— ,_._... SEALED: 6/21,.2..18]ODE..CONMN 'W16—_1% FL 21382 sheetl3ot18,1 mm NO.I PART NO. QUANTITY DESCRIPTION .MATERIAL MANF./9DPP7.IER/RBMARJCS i_ - AS REGO, 'FRAME HEAD/JAMB SfEE;/ST_ $TL- 18 GA, (.0537 MIN. Fy - 42 KSI, MiN. F. - 53 KSI _ REOG. TAANSOH, HEAD STEEL/ST. STL 16 GA (.063") MIN. Fy 42 KSI, 1ARJ. Fu - 53 KSi 2 177AT-96 I HI -THRESHOLD WITH THERMO SEAL iNSERI ALUMINUM PEMKO 2A _..... 5t7 t STO. THRESHOLD WITH THERMO SEAL INSERT ALUMINUM PEMKO 3 .___...__ ._, ._____.... _........._._.. AS REQD. ..........__.__._.........___._..-...._...____.__._.._.__.____._---__.__ HOLIO?I METAL DOOR PANEL STEEL/ST. STL -- 20 GA. (.03G") MIN. Fy KSI, MIN. Fu �. 53 KSI 4 ...... __...._. CR1010 _.._....... AS REDO. .... MORTISE BOX REINFORCEMENT -._.__... _______.._..__-_._—. STEEL _._.. _. _._......... .2 ...__....,..__......_..._.._.....__.... ..__...__. _._ GENSTEEL 5 P397.............--.AS REQD. - FRAME W'STRIPPING CLOSED CELL FOND PE1AK0 _ 6 i _ AS REQD .-._ --,__- _ _ RENFORCEMENT PLATE. (2-3/16- X 4- X .10' ....__STEEL _. .._.. _LENS EI ? NCB22 AS REQD. REMOVABLE MULLION STEEL _ _�__ PRECISION HARDWARE, MIN. Fy 46 KSI) - - - MULLION INSERT -- - STEEL A36, CAM. Fu - 58 KSI - -- AS REQD. - 8 z- FA..012 AS P,EOD, _ —_ ---- ANCHOR SPACER - --- STEEL - -- - - ----- --- - -- --- 18 GA. ;.G53") MIN. 9 58453 AS REQD. 4 _AS REQD. � SURFACE BOLT FLUSH BOLT STEEL STEEL NES NES 70 _ jR120D .. _.. AS REQD. REINFORCEMENT PLATE (1-3/4- X -12" X A53-) STEEL GENSTEEL. 71 FA1040 AS R'6D.._._ JAMB INSTAUATKON ANGLE AT FLOOR �� - -GENSTEEL 12 131030 HR200D — j 1/ HINGE 2/ HINGE- HINGE DUST BOX (.018' THK.) (OPTIONAL) _ _ HINGE REINFORCEMENT 10 GA. (.138' THK.)� I _STEEL _ STEEL y GENSTEEL GENSTEEL WELDED TO FRAME AND LEAF ----- ......,14..._ j—DR1700. -_ AS REQD. MORTISE PACK ETDGE REINFORCEMENT (,134' THK.) _STEEL GENSTEEL READ_ _.... -..SSA STRIKE BOX(,040'_7HK.)_,.._ STEEL GENSTEEL 16 j 179-454 4/ LEAF ...................__.._.._ 4-1/2" STD. WEIGHT HINGE ^ STEEL _ DOREX. HAGER AS REQD —_ ANCHOR (03' DID)-_.-__-__._..,..... __-- STEEL GENSTEEL _ FA3020 •- •,. AS REQD. -WIRE, STRAP ANCHOR STEEL GENSTEEI 17B FA3031 AS REQD. ,---�-- T ANCHOR _ _ STEED -`� GENSTEEL, 18 GA. MIN. _ 18 - AS REQD. SURFACE BOLT DUST BOX AT HEAD (OPTIONAL) STEEL DDISTEEL _-_ _ 1/ LEAF DOOR BOTTOM SWEEP - _ PEMKO #6 X. AS REGO. BOTTOM SWEEP FASTENERS '--- ST. STEEL. PH TEKS SCREWS 22 P375 �X AS REO_D._ - LEAF ASTRAGAL, WITH SPONGE NEOPRENE - PEMKO, REQD. FOR WATER INFILTRATION RESISTANCE ^ 86 1/2'.�. AS AEOD. ASTRAGAL FASTENERS -- ST. STEEL PH SMS- AS REQD. DOOR CORE, STRUCTURAL SMALL CELL 14ONEY_C_OMB KRAFT PAPER CASCADES EN14ROPAC T_ AS REGO. DOOR CORE, RIGID CLOSED CELL.BOARD POLYURETHANE JOHNS MAN,NLLE 238 - AS REQD. POOR CORE, RIGID EVRUDEO CLOSED CELL BOARD POLYSTYRENE LErERLTE INC. 29 CH36TO1 2r LEAF TOP .AND BOTTOM RAICt CRANNE L FULL LENGTH STEEL GENSfEEL 30 FRTOOO AS REQD. AS REQD.. STRIKE REINFORCEMENT (.04B" THK.) (DEAD BOLT) C'RII9GTIIGAL LOCK &", DEAD BOLT REINFORCEMENT STEEL STEEL _ GENSTEEL GENSTEEL 37 ----- DR --.. _.DR 1600 35 � 1/ LEAF DOOR LFAf CAP (OFT(ONAL) MNYL PEMKO - 36 DR1620 _.—.. _._._ AS REQD. -__._ _ CLOSER BOX REINFORCEMENT STEEL VENSTEEL .._.�_..._-. 37 — -� ---- AS REQD. .TRANSOM MULLION (TYPE 1) �-'----- —STEEL ._. -15 GA. (.063") MIN. fy = 42 KSI, MIN, Fu 53 16l 37A --- AS REDO, TRANSOM MULLION (TYPE 2) - - STEEL 16 GA. (.0637 MIN. Fy s 42 KSI, MIN. IFU _ 53 HSf 38 _-- --_ AS kEQ_0. TRANSOM RFJNF. CHANNEL- STEEL 14 Gil. (_.075) MIN.'Fy. a 44 KS, MIN. Fu ® 53 1Z51 38A AS REQD. _ - TRANSOM REINF, CHANNEL - STEEL 14 GA. (.075-) MIN. Fy = 42 KSI. MIN. F1r 'r 53 KSI .�. 41T AS REQD. GLAZING BEAD --'- - ~STEEL .-----^------ GENSTEEL MR(.,ES: 4-1/2" LONG FLUSH MOUNT STEEL SUIT HINGES (3) PER LEAF (1) AT 9-5/6" FROM TOP TO CL OF HINGE (1) AT 12-3/8' FROM BOTTOM TO CL OF HINGE CENTER HINGE EQUALLY SPACED FROMTOP & BOTTOM HINGE FASTENED WITH 012-24 X 1/2" FN MACHINE SCFMVS FOUR PER HASP(LEAF). 0 aa: �t]ID.I.. t N41 $ A CIt 0oIP �. Z m " ?j 4 tags `NSF, 1s II-• ,a • .a,,. _•ter. `.'i;�•'• bF '�+�;',r� j drawing no. SEALED'.6@112019 '`��� ,.•-•.�ioRsls?•: •• •a,' FL #2138254E,�s tv�?� rgneat ,ear; F E 2.000 O53„,^. TYp. 2.625 I ( < 063 2.000 I: Typ, 2.695 j y �.' 10.02d' ' �'`•^-•.:..,,,� y_ --...`_.�. z % 1 _.._�. 3,250 2000 '-•.• ;ro -3i 0-5.. bair ' i I 25 a .625 1 { I 1 .•_ -�. a ; 0 -^- L500 �•-•-2.437---�i--•1.937:�--�i _ :13 _ FRAME HEAD/JAMB -� 1.500 !•�-•--2.437-�-.�-. f.937 ..-� ;vr TRANSOM.'HEAD E Zi 26 � .Otts -j ;3iy 7RAht$OM MUCIlON (TYPE ?j .UI � N. I . 1 625-• -^' 1.762 WWI . 5675•-- `� 0 C I CIO a ' 5:000 —p� t 3J9" 825 3.250 2.06D It 4T 0>• i rJ HhTHRE5HOL0 Z:OOD - yf ??i WfRE ANCHOR is _ p-1.625° tPS. rah ANCHOR SPACER y3'" i,1f00 ,j E 3TRAiVSOM bIUWON. (TYPE 2) T c ( STD. THRESHOLD 3.000 .125 2SD0 1.500 .._ .. - 1_..._ :6i2 A46 CJ TCie. �J TRANSOM REtNF. CHANNEL 1E{{14�. , $1 C7*)- � �—_.__.___5.600-...-.—_--.-�•{ �i( MULLION MULLION INSERT . y TOPj{30TTOM (2AIL CHAME.L. 4"l $TRAP WHOR i j .875 :OT5;1 . ... i . (12-14 MS 4 FE`rt TRAAISOM RE4NF. OHANNEL i 0_ t 4 t , I q.50a tt t 1 x O ~o, �' I � t ( Uso F-P� (:16} G' JAMEI INSTALLATION ANME .$_.. t ,� 4YY{ttttf li• /'• 1•� ._ RR I'. L� r -1 ' 11 �7 ..,n } 14INGE I i•�•Z--.039 t SEALED: 621/20194`'�'Q'fii„'•r,iF "/ ..drawing I (4 u GLAZ94G BEAD �� T ANCHOR t.594 � F`L #913$� azl�OPer+�a".����`r "-L�IFlA.E {'tuts heel { 0TI--4