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HomeMy WebLinkAboutES-EL300 Outswing Door FL22551.1 7/30/2021 Florida Building Code Online FLORIDA CEPARTMONT OF Business & Professional R' t . 1 Na 8CIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us I BCIS Site Map I Links I Search b a Y Product Approval I � USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF FL# FL22551-R3 SECRETARY Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer E.S. Windows,Inc. Address/Phone/Email 10653 NE Quaybridge Ct. Miami, FL 33138 (305) 624-7775 achamorro@eswllc.com Authorized Signature Jalal Farooq veronica@afceng.com Technical Representative Manuel Perez Address/Phone/Email 10653 NE Quaybridge Ct. Miami, FL 33138 maph@bellsouth.net Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Jalal Farooq Evaluation Report Florida License PE-81223 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/16/2025 Validated By JAVAD AHMAD PE, INC. Validation Checklist-Hardcopy Received Certificate of Independence FL22551 R3 COI SS-Certificate of Indeoendence.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2013 ASTM E1996 2017 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL22551 R3 Equiv SS-Equiv Ltr ASTM E1886-1996.pdf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz4xTpp/p2frlHbRhGDpNSptSTZ8SQ27YsEU%2byaQ%3d%3d 1/2 7/30/2021 Florida Building Cade Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/21/2020 Date Validated 10/22/2020 Date Pending FBC Approval 10/30/2020 Date Approved 12/16/2020 Summary of Products FL# Model,Number or Name Description 22551.1 Series ES-EL300 Aluminum Outswing Large missile impact resistant aluminum outswing entrance Entrance Door door. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL22551 R3 II SS-ES-EL300 OS Door(LMI)-DWG W16-71 Approved for use outside HVHZ:Yes 2020.Ddf Impact Resistant:Yes Verified By: Jalal Farooq PE#81223 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: See attached drawing W16-71 for installation Evaluation Reports instructions and span vs load combinations. FL22551 R3 AE SS-ES-EL3000S Door(LMI)-PAE 2020.pdf Created by Independent Third Party:Yes 22551.2 Series ES-EL300 Aluminum Outswing Non-impact resistant aluminum outswing entrance door. Entrance Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL22551 R3 II SS-ES-EL3000S Door(NI)-DWG 20-66F Approved for use outside HVHZ:Yes (2020_pdf Impact Resistant:Yes Verified By: Jalal Farooq PE#81223 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other:See attached drawing 20-66F for installation Evaluation Reports instructions and span vs load combinations. FL22551 R3 AE SS-ES-EL3000S Door(NI)-PAE 2020.pdf Created by Independent Third Party: Yes Bacl< Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 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 mail 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: U NO eC— Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtdytNblepz4xTp%2frlHbRhGDpNSptSTZ8SQ27YsEU%2byaQ%3d%3d 2/2 i AL = FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20 =3 • METHOD 1 OPTION D FL 22551 Date : 9/22/2020 Detailed Product Description : Manufacturer : E . S . WINDOWS , LLC . Manufacturer Address : 3550 N . W . 49 STREET — MIAMI , FL . 33142 Model Name : SERIES ES - EL300 ALUMINUM OUTSWING ENTRANCE DOOR Maximum Load : +80 PSF , -80 PSF ( Large Missile Impact ) Installation Drawings # W16-71 This product complies with the High Velocity Hurricane Zone ( HVHZ) testing requirements . For maximum sizes, combination of span vs loads and anchor type refer to installation drawings . Comparative analysis used X Yes No Mandatory Tests (Tested in accordance with AAMA 101/ I . S . 2/ NAFS/TAS- 202 ) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by ASTM E283 Air Infiltration Blackwater Testing Inc . 06/15/2017 BT- ESW- 17-008 Constantin Bortes, P . E . Leakage 10/11/2018 BT- ESW- 18-006 ASTM E331 Water Blackwater Testing Inc . 06/15/2017 BT-ESW- 17-008 Constantin Bortes, P . E . OR ASTM 547 & Penetration 10/11/2018 BT-ESW- 18-006 TAS 202 ASTM E330 Uniform Static Blackwater Testing Inc . 06/15/2017 BT- ESW- 17-008 Constantin Bortes, P . E . & TAS 202 Air Press . 10/11/2018 BT- ESW- 18-006 AAMA 1304 Forced Entry Blackwater Testing Inc . 06/15/2017 BT-ESW-17-008 Constantin Bortes, P . E . Test 10/11/2018 BT- ESW-18-006 Supplemental Tests (Tested in accordance with TAS- 201 and TAS-203 ) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626 . 2 Large Missile Blackwater Testing Inc . 06/15/2017 BT- ESW- 17-008 Constantin Bortes, P . E . (TAS 201 & 203 ) Impact & 10/11/2018 BT- ESW- 18-006 ASTM E1886/1996 Cyclic ANSI Z97 . 1 Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2020 Florida Building Code , Evaluation Report Engineer : , „FA&oo ,, , uceNSF ' •. , No. B - * ; * : * Jalal Farooq PE # 81223 Sealed : 10/ 19/2020 AI - Farooq Corporation EB # 3538 9360 Sunset Drive STE 220 Miami , FL 33173 T : 305 . 264 . 8100 F : 305 . 26206978 www . afceng . com alfarooq@afceng . com lu W b 2 m 0 �m `y q W I O'4, O us0 1IYY 0t"n tl 0M m P, Q a.04 0 0 o t C N O a a W LL ILZ�— m �I z aW�Lf � THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. � N m O Q N Z s J 2 ES-EL300 J w ALUMINUM OUTSWING ENTRANCE DOOR _ Z N U1 c In APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS 3° M H WITH OR WITHOUT SIDELITES. z M m n SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. 0 3 e � 3z�� DOORS WITH STD. THRESHOLD (ES—EL300-002) APPROVED FOR w p INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. w W n DOORS WITH ADA THRESHOLD (ES—EL300-03) NOT APPROVED FOR WATER INFILTRATION RESISTANCE. SEE SHEET 5 FOR DETAILS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE -- REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA GLASS TYPES 'B' & 'B1' COMPLY WITH BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). REQUIREMENTS OF ANSI Z97.1. 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE SAFEGUARD REQUIREMENTS TO BE VERIFIED. 9. DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS d g AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. O1 ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. INSTRUCTIONS: Sealed:10/19/2020 FL #22551 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT USE CHANTS AS FOLLOWS. °.m u COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE A-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND ��N``11�1�'�T T AA/// ° REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE &ADOPTED STANDARDS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE GOES NOT DEVIATE FROM THE CONDITIONS DETAILED �' THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ON WIND VELOCITY,BLDG, HEIGHT,WIND ZONE FOR A SITE SPECIFIC PROJECT, Le, LIFE SAFETY OF THIS PRODUCT,ADEQUACY USING APPLICABLE ASCE 7 STANDARD. ON THIS DOCUMENT. ` OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR STEP 2 FOR SINGLE (X)AND DOUBLE(XX) DOOR CAPACITIES 9-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF No.81223 — n WATER INFILTRATION RESISTANCE ETC. SEE SHEETS 2&2.1. ALTERED BY ANY MEANS. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED AND TO BE REVIEWED BY BUILDING OFFICIAL. STEP FOR SIDELTTE PANEL(0)CAPACITY SEE SHEETS 3&3.1. ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E,O.R.) S 8 5 FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. STEP 4 FOR SIOELTTE COMBINATION WITH DOOR USE OF THE P.E.D,ENGINEER OF RECORD,ACTING AS A DELEGATED � •'•,• gT :, drawing no. SEE MULLION CAPACITY CHART ON SHEET 4. ENGINEER TO THE PXG,ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE i sib MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIFIC DRAWINGS FOR REVIEW. ///C° • W16-71 IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 D-THIS P,E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF LABELING TO COMPLY WITH SECTION 1709.9.2. AND 4 SHALL APPLY TO ENTIRE SYSTEM. THE PROFESSIONAL ENOINEER OF RECORD THAT PREPARED IT. ��/AT111�'jj111�� sheet 1 of 12 *3/16" HEAT STREN'D. GLASS r' w 3/8"AIR SPACE M V e 3/16"HEAT STREN'D. GLASS 3/16"HEAT STREN'D. GLASS Z m n Q y 090"Interloyer 090"Interloyer Trosifol PVB Trosifol PV8 a 2 By 'Kuraray America, Inc.' By 'Kuraray Americo, Inc.' y S OR OR fY Opera U 090"Interloyer 090" Interloyer SentryGlas SentryGlas n, N By 'Kuraray America, Inc.' By'Kuraray America, Inc.' O t OR OR Q M 090" Interloyer 090 Interloyer Saflex Clear And Color Glass Soflex Clear And Color Glass V 0 wIn ey 'Eastman Chemical Co.' By'Eostman Chemicol Co.' O'¢ w OR OR Q a.C G 4 075"Interloyer 075"Interloyer Q a6 6 Saflex CP With PET Core Saflex CP With PET Care ul m p By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' �j Z L N Q w N LL Zu1_o 3/16"HEAT STREN'D.GLASS 3/16"HEAT STREN'D. GLASS j z m_ J Q W 01 f SILICONE SIUCONE a w DOWSIL 985 F DOWSIL 985 m DOWSIL 795 DOWSIL 795 DOWSIL 2400 z m OOWSIL 2400 ut Mt III yy MI II 1 In II it I 14 II II v 7 13 III Y M1 II III j1 n� 11 II n U 11 11 n � II 11 11 � b 11 II 11 11 II II II 8 NOTE: ca EXTERIOR UTE OF GLASS TYPE 'Al'TO BE TEMPERED = 0 0 0 1 FOR INSTALLATIONS A80VE 30 Fr. OF GRADE. () M4 M4 M4 Z N N a�2 SQUARE BEAD OPTION 2 3 O1 Nf n CLASS TYPE 'A' GLASS TYPE 'AI' v n I 7/16"OVERALL LAM.CUSS 1"OVERALL INSUL. LAM.GLASS Z3�e 0 0 1/4"TEMP. GLASS N vi W Ll3 r•1`2 3/8"AIR SPACE 1/4"HEAT STREN'D.GLASS 1/8"HEAT STREN'D. GLASS 090"Interlayer 090"Interloyer 3/8" AIR SPACE CONSISTING OF: Trosifol PV8 Trosifol PVB :SPACER By'Kuraray America, Inc.' By'Kuraray America, Inc.' p 'HELIMA' LOW PROFILE ALUMINUM SPACER 1/8"HEAT STREN'D. GLASS 3/16"HEAT STREN'D. GLASS BY 'LINGERMANN GMBH' u AROUND THE PERIMETER OF THE GLASS. SILICONE SILICONE PERIMETER SEALANT: DOWSIL 983 DOWSIL 983 SILICONE m m DOWSIL 791 ' I III Y M1 Ili 11 GE 2000 2 a qq No.81223 n M4 GLASS TYPE 'H' GLASS TYPE_'81' -'p •. ST r � drawing no. 7/16"OVERALL LAM. GLASS I"OVERALL INSUL. LAM.CUSS Sealed:10/19/2020 %�� �� o •'cy��'; W16-71 GLAZING OPTIONS FL #22551 i��W ifjjlttt�� sheet 1.1of 12 39 3/4" 76" w FRAME WIDTH FRAME WIDTH 4 (� I 36 3/16" 36 3/16" m -�m 3 LEAF WIDTH LEAF WIDTH HEAD ANCHORS z n p AT STILE ENDS 26 3/16" 26 3/16" (4)AT 3"O.C. a k N SURFACE APPLIED ��nn SURFACE APPLIED ul FALSE MUNTINS D.L. OPC. m jD FALSE MUNTINS D.L. OPC. m w O v m MAY BE USED A 3a MAY BE USED A a O w `^ U V a m OILoo ° O•a�� � in a W ItC C C E \ C / LLWV) / .. m a I u a !F a m c� m m V O I m V a0 I I LL m 0 p b Rol __ - � '=tl�= I I / J LJ� .- I II 8\ I 11 O 8 \ n ACTIVE I ACTIVE NACTIVE p Z 3 1O 3z�R 12" 12" SILL ANCHORS aw 0 L, 81 N vie 7 5/8"MAX. MA%, 7 5/8" MAX, MAX. --`�AT STILE ENDS HEAD/SILL HEAD HEAD/SILL HEAD (a) A7 3" O.C. CORNERS SILL CORNERS SILL STD. SILL STD. SILL SINGLE OR DOUBLE DOORS WITH ADA SILL TYPICAL ELEVATION TYPICAL ELEVATION ( X ) ( XX ) c 0 SINGLE DOORS LOAD CAPACITY - PSF DOUBLE DOORS LOAD CAPACITY - FSP c GLASS TYPES 'A', 'At'. 'B' & 'Bl' - GLASS TYPES W. 'AI', 'B' k 'BI- d FRAME LEAF THRESHOLD E7tT.(+) INT.( FRAME LEAF THRESHOLD EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT TYPES WIDTH HEIGHT WIDTH HEIGHT TYPES 39-3/4` 96" 36-3/16" 93-9/16`1 SM. 1 80.0 1 80.0 76` 1 96" 36-3/16" 93-9/16"1 STD. 80.0 80.0 y 39-3/4` 96" 36-3/16` 93-5/8` 1 ADA 1 80.0 1 80.0 76' 1 96' 36-3/16" 93-5/8" 1 ADA 80.0 80.0 o c 41 `p``11IIIIIIIIIII' •• C p `A No.91223• y� N NOTE: GLASS D.L.O. FORMULAE: GLASS CAPACITIES ON THIS SHEET ARE D.L.O. WIDTH = FRAME WIDTH - 13.563" (X DOORS) 0 drawing no. STA e BASED ON ASTM E1300-09 (3 SEC. GUSTS) _ (FRAME WIDTH - 23.625")/2 (XX DOORS) Sealed:10/19/2020 r'� •;F a W16-71 D DECLARAOTOIRY STATEMENT OCA05ID EC-219 D.L.O. HEIGHT - FRAME HEIGHT - 14.875" (HIDRISETBOTT..ILRAIL) FL #22551 �''��i®„I111%W, sheet 2 of 12 39 3/4" 76" ( � w FRAME WIDTH FRAME WIDTH ` � V [� I 36 3/16" 36 3/16" e LEAF WIDTH LEAF WIDTH HEAD ANCHORS Z m � AT STILE ENDS O q '� 26 3/16" 26 3/16" (4) AT 3" O.C. SURFACE APPLIED SURFACE APPLIED m a S 1 FALSE MUNTINS D.L. OPG. m FALSE MUNTINS D.L. OPG. mg c 1 6 0 MAY BE USED A m MAY BE USED - ` O -I N m u O 'wm OO > m o O a o o H O 6Crc 0 C ii -{ E \ Q w 0 N j tg W fix+ \ it , \ Ici Nil I / N 01 to pq \ it \ / Z 3 J 3O � ACTIVE \ ACTIVE ` ., INACTIVE vl V1 L w uj 12" 12" SILL ANCHORS 7 5/8" MAX. MAX, 7 5/8" MAX. MAX. SILL STILE ENDS HEAD/SILL HEAD HEAD/SILL HEAD (4) AT 3" O,C. CORNERS SILL CORNERS SILL STD, SILL STD , SILL 0 TYPICAL ELEVATION TYPICAL ELEVATION ( x ) ( x x ) SINGLE DOORS LOAD CAPACITY - PSF DOUBLE DOORS LOAD CAPACITY - PSF GLASS TYPES 'B' k '81 ' GLASS TYPES 'B' k 'B1 ' o e FRAME LEAF THRESHOLD FRAME LEAF THRESHOLD WIDTH HEIGHT WIDTH HEIGHT TYPE EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT TYPE EXT.(4) INT. ( - ) 111111111 / � 0 °c 39-3/4* 1 108" 36-3/16" 105-9/1 601 STD, 1 8040 1 Bolo 76" 1 108" 136-3/1601105-9/16" j ST04 1 80,0 1 80.0 ,`�\����•,• , �� Y�/�X�' e o NO81 ''� d 22 NOTE: GLASS D.L.O. FORMULAE: GLASS CAPACITIES ON THIS SHEET ARE D.L.O. WIDTH = FRAME WIDTH - 13.563" (X DOORS) '•, ST 0Z dr wing no.a BASED ON ASTM E1 Sealed : 10/19/2020 300- 09 (3 SEC. GUSTS) = (FRAME WIDTH — 23.625")/2 (XX DOORS) �s�`••' 0 I � w��` DECDLARATOIRY FLORDA BUILDING STATEMENT DCA05�ON DEC-219 D.L.O. HEIGHT = FRAME a FRAME HEIGHT — 14.875" (H,IDRISETBOTT.. IL W16 - 71 RAIL) FL # 22551 '/�7 �i�® �Iltt��``` sheetQ, � of 12 37 5/8" 148 1 / 16" U W FRAME WIDTH FRAME WIDTH � � n m 34 1 /8" 34 1 /8" 36 3/16" 34 1 /8" m PANEL WIDTH �lllllllllllllPANEL WIDTH LEAF WIDTH PANEL WIDTH - HEAD/SILL ANCHORS Q h 9 AT STILE ENDS � I 24 1 /8' 24 1 /8" 26 3/16" (4) AT 3" O.C. 24 1 /8" Q E 2 p � SURFACE APPLIED SURFACE APPLIED rn a S w o FALSE MUNTINS D.L. OPG. m FALSE MUNTINS D.L. OPG. D.L. OPG. D.L. OPG. m g �' IL MAY BE USED MAY BE USED - - = O w a F g F ANk Or m a0 all W\ z 7boy0 -QC °I f 8NHyr,p tll 1I11 _ _ \ awmf t = u-WI /1 2 .=J N /I 0ell b I"1 b \ I I •/ \ '/ ^ cp m i rn " ^_ `.' - - _ -yt _ -__ - ---- fit_ _ "• - I I N " im - - - - W n a ♦ b a0 b• I I "I IIIa��� a � m V' I I I I I I `� W p II b b o p II II ip 7(v �7 II II II 'b' p c J N I I LL I I p J la,l VINN d M m I ACTIVE ` , INACTIVE Z 3 g 3Z C2 u ) / C 12" 7 5/8" MAX, 12" {I { L30 HEAD/SILL ANCHORS N �7 5/8" MAX. MXHEAD/SILL HEARD / '• I (4) AT MULUON ENDSWnHEAD/SILL HEAD CORNERS —���III IF����III po CORNERS SILL SIDELITE WIDTH SILL SEE CHART SHEET 4 TYPICAL ELEVATION TYPICAL ELEVATION ( 0 ) ( O- XX -0 ) NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT ° SIDELITE LOAD CAPACITY - PSF EXCEED TESTED FRAME AREA 98.7 SO. FT. o OR STAND ALONE STATIONARY PANEL (0) GLASS TYPES 'A'. 'Al ' , 'B' k 4B1 ' FRAME PANEL THRESHOLD d WIDTH HEIGHT WIDTH HEIGHT TYPEST•(+) INT.(-) 37-5/8` 96" 34- 1 /8" 93-9/16" STD, 80.0 Bolo 37-5/8` 96" 34- 1 /8" 93-5/8' ADA Soto Soto o d 43-5/8" 82' 40-1 /8' 79-9/16" STD. 80.0 Soto 43-5/8" 82" 40-1 /8" 79-5/8" ADA Bolo Solo ° SIDELITE WIDTH FRAME WIDTH - 1 -5/8" (SEE CHART ON SHEET 4) No. B122 Aldo sYi y1 itt � y $ S E D.L.O. HEIGHT (SIDELITE) m FRAME HEIGHT - 114438" (STD. BOT. RAIL) Sealed: 10/19/2020 % o yj drawing no. �� '• p r \N W16 - 71 w FRAME HED. L.O. WIDTH (SIDE LITE) m FRAME WDITHT— 135635" (HI—RISE BOT. RAIL) FL # 22551 ,��� ® �1111 ``` sheet 3 ofT2 39 3/4" 152 5/16" FRAME WIDTH FRAME WIDTH I1� � �Y m 36 3/16" 36 3/16" 36 3/ 16" 36 3/16"OutZ m : PANEL WIDTH LEAF WIDTH PANEL WIDTH "+ PANEL WIDTH HEAD/SILL ANCHORS AT STILE ENDS 26 3/16" 26 3/16" 26 3/16" (4) AT 3" O.C. 26 3/16" Q L; N SURFACE APPLIED [—DLOP(ld:- SURFACE APPLIED H IL S e 0 FALSE MUNTINS m FALSE MUNTINS D.L. OPG. D.L OPG. D.L. OPG. m O p ` 0 u MAY BE USED F m MAY BE USED F A -to " e C NWW v 0a Al Clouim Q a c aIt g � Z pJ N ul F _ H — — II - - - — it / E \ Q W y 4 "o J J 4 zpf pi it it It 00000, o a it m � _ _ _ _ 0 10 Ott - � c °' m cf O1 - c ❑ = = == - -1'" - - - -' p o .1r _ _ _ _ _ - O p _ _ n II m II 'i o_ _7 '1 II / Z _c J g \ It rn middle it m m ill1�i m m iLL \ It MONSOON II N II II \ I I 3 It II I I / j QpM � i I It B S 3 z _,,,mb :L L ui C) ACTNE INACTIVE w LLl M 000000 12" 7 5/8" MAX. I u1.2Y"� \I / 1 /}I' 000 ` HEAD/SILL ANCHORS 7 5/8" MAX. MAX. HEAD/SILLLi I 8" 3" (4) AT MULLION ENDS HEAD/SILL HEAD CORNERS -==—+++III CORNERS SILL SIDELITE WIDTH SILL SEE CHART SHEET 4 TYPICAL ELEVATION TYPICAL ELEVATION o O ) ( O - XX - 0 ) NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT of EXCEED TESTED FRAME AREA m 98.7 S0. FT. SIDELITE LOAD CAPACITY - PSF 44 OR STAND ALONE STATIONARY PANEL (0) c d GLASS TYPES 'R' & 'DI ' 0 0 FRAME PANEL I THRESHOLD EXT.(+) INTO WIDTH HEIGHT WIDTH HEIGHT TYPES `N7111II11,g1� /�/,/ Oc 39 -3/4" 108" 36-3/16" 105-9/16" STD. 8040 80.0 ``�����.�• , F•'V•q' i��iF' u 45-3/4" 92" 42-3/16" 91 -9/16" STD. 80.0 80,0 � 1�a' CENBF• i e 4 p SIDELITE WIDTH FRAME WIDTH — 1 -5/8" No. 81223 (SEE CHART ON SHEET 4) 7 = - 8 4111 3T ' ,4100 so �� drawing no. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT — 114438" (STD. BOT. RAIL) Sealed : 10/19/2020 '���+ '•. 0 < • ' G�`�� W 15 - 71 HEIGHTFRAME 5" (HI—RISE BOT. RAIL) D,LO, WIDTH (SIDE LITE) m FRAME WIDTH — 13563 FL # 22551 „ l1111 % J%%%% �,` sheet3. 1of12 DESIGN LOAD CAPACITY - PSF O—VERALLLL''-F-R�A`M�EEW. OVERALL FRAME WIDTH OVERALL FRAME WIDTH OVERALL FRAME WIDTH U DOOR TO SIDELITE OR DOOR TO DOOR MIJWON I A F I p A AU A A F� � � �I SIDELITE WIDTH FRAME HEIGHT EXT. INCHES INCHES INT. (-) 18 Soto / 0 J / L C / L L \ X / l F, W I 24 80.0 r Q L a r .ii 5r i r, ri 5•; f N 30 84 80.0 !!r� !% !ii !{� v� !:i !{ !irr �V • r ! FY. O p `, o U 38 8060 H 42 80.0 18 Solo \ \ \ / / \ CmllllI N n 24 80.0 8 \ C G 8 \ 9 \ 0 / / 0 8 \ C V O > M 30 90 Bolo I C E y Q ad 38 80.0 DOOR DOOR DOOR DOOR DOOR DOOR Q 42 80.0 FRAME SIDELITE SIDELITE FRAME SIDELITE FRAME SIDELITE FRAME FRAME FRAME SIDELITE 0 y y O 1g 80 0 WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH � y _ o 01 24 80.0 ( X0 ) ( OXO ) ( XOx ) ( XXO ) LL z p 30 96 80.0 ( Ox ) ( OXX it WOE F 38 76.8 OVERALL FRAME WIDTH OVERALL FRAME WIDTH OVERALL FRAME WIDTH _ 40i8/2 73,0 73,224 66,2 108 , 30 60 0 / \ / \ / \ / �n 3g 84.0 (J /E \ H J /E \ N / 0 n y i / ii, i/ �n / rr• yn / y/• ri i o r r r r r r r r = It So JW a e \ / \ z (N V)) DOOR TO SIDF IT_L_ F_M�L DOOR p DOOR TO DOOR MULLION SIDELITE DOOR FRAME SIDELITE DOOR FRAME SIDELITE SIDELITE DOOR FRAME FRAME Z 3 WIDTH WIDTH WIDTH WIDTH WIDTH P WIDTH WIDTH WIDTH g 3 2E NOTE: (( OXX ) ( OXxo ) OXXX uj 0 FOR DOORS CAPACITY SEE SHEET 2 ( xxo € XXXX W Lu r`�n m FOR SIDELITE CAPACITIES SEE SHEET 3, FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE, DOOR/SIDELITE APPROVED CONFIGURATIONS OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM . 0 u d � c d o p SIDELITE WIDTH SINGLE (X) DOOR WIDTH •� p FAQ i�rr p _ _ _ _ �� , . . ��: VCENyF . 69 d ,I II--n�rn( No. 81223 '_ to al all a B 5 drawing no. Sealed: 10/19/2020 p • � ��� W161 SIDELITE WIDTH DOUBLE (XX) DOOR WIDTH FL # 22551 '' SSTIIII \ sheet 4 117 EDGE DIST. TYPICAL ANCHORS �U SEE ELEVS. " r FOR SPACING �I �o p ZV < q J 0 y qQ w 6 S M29 E17 a O O N`m U O N El M6 N 0 UNM W.ri OM26 M6 D a 0 0 d E4 El2 N N O N 7� N W H M2A lL Z Jug_ n II II II II II II _ m 3 II II � N 0 II II 0 op Z V 5 -j O �S II II J K s ao a 0 z 3 s � o "a I, ;I, 'I ���I ocnMm W w N oR it it a N Lp WM� I II II ai l II n x tE W w 8 Il li I x ES o X c E4 � �\ m © M2A B E2 E20 Ma DOOR DETAILS o; •- I WEEP HOLES ro r ' M25• N0.8122 - n 3/18"X 1-1/2 .a' v r r E19 M25 • _ �*7 :'CT' y i;' S 1"FROM ENDS EDGE DIST. o TYPICAL ANCHORS TYPICAL ANCHORS EDGE DIST. drawin v SEE SPACING SEE EEVS. FOR SPACING FOR SPACING Sealed:10/1 J/2020 ACING '��.•• �` W16-71 STD, THRESHOLD ADA THRESHOLb (L���� APPROVED FOR WATER INFILTRATION RESISTANCE NOT APPROVED FOR WATER INFILTRATION RESISTANCE FL #22551 /////��It�t�V` 9haEt 5 of 12 WOOD BUCK EDGE DIST. 28Y W000 BUCK �� n -� OR W000 STRUCTURE METAL Ir________________ b °. I SEE NOTE SHEET 1 STRUCTURE II F.B.C.APPROVED II 3 ° j° EDGE D EDGE DIST. I�CLIPPED MULLION �I SEE SEPARATE APPROVAL .�. (`---------- ------ VQ Q o. f1'OpV o U ESNh TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS Q SEE ELEVS. SEE ELEVS. SEE ELEVS. SEE ELEVS. Q FOR SPACING FOR SPACING FOR SPACING FOR SPACING 1% i o a a W 7 V N U.Z 0_m Q W Off F m b � N v 0 b Z R �jn J W WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWS' Z 3 N-- MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. `1 n m TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON+ BY 'DEWALT' (Fu-164 KSI.Fy-148 KSI) I N N INTO 2BY WOOD BUCKS OR WOOD STRUCTURES w W n m 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1=1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS `o 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) - 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) u 1/4" QLA, TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) o INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) DOOR DETAILS `o e (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE H ALUMINUM: 1/8" THK. MIN, (6063-T5 MIN.) STEEL: 1/8" THK, MIN, (Fy = 36 KSI MIN.) FA c (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) `� �OEN FO, 'i�G TYPICAL EDGE DISTANCE g INTO CONCRETE AND MASONRY = 2-1/2" MIN. No.8122 = a k INTO WOOD STRUCTURE - 1" MIN. $ a INTO METAL STRUCTURE = 3/4" MIN. r WOOD AT HEAD OR JAMBS SG Sealed:10/19/2020 drawing no. 0.55 MIN. ` ,�•�•,`��` W16-71 CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. i �Vn'' •• `` C-90 GROUT FILLED BLOCK AT JAMBS f•m - 2000 PSI MIN. FL #22551 ���/ff�Ajj1`1�` sheet 6 of 12 Z ImpOPTiNOCK�J11 4" MAX. 1 / SHIMA1f 0 WSHIM 1 / " MAX E1 MS M2A E6 E6 E12 M25 1 �, % C 0 `, is m WOOD BUCK 2BY WOOD B K �0wu OR CL TYPICAL ANCHORS WOOD STR TORE V C C SEE ELEV. SEE ELEV.TYPICAL ANCHORS EE NOTE HEET 1 0 �j N M, FOR SPACING r FOR SPACING V p u1orl a 5 M m o - 0 ILO 9in H m ZJ N ' r a W N LL 5i W oolZS -. Q W 0 us W EXTERIOR E21 TYPICAL ANCHORS E17 M22 M12 M26 M27 E21 SEE ELEV. - MS E1 E17 FOR SPACING j n STRUCMTURE D.L. OPG. g LEAF WIDTH z DOOR FRAME WIDTH U o W V1 N N = a} N LOCK 3 3 0 rn n OPTION N2 O 1 /4" MAX. 0 d' iMj m SHIM qq� Z 3 e E6 E12 M25 3 Z 2 WOOD BUCK (1) ton rR� w W M F — — - - • TYPICAL ANCHORS a FOR SPACNG - - - - - - - - - W1 4U W EXTERIOR E21 to Ms E7 E77 • • 4 DOOR DETAILS a o `�1111nu11 � ��Y� >u $ _ LEAF WIDTH On F.A'"7 i�i4 u L �� � mottle :' �tOENBE' �� II Q DOOR FRAME WIDTH g Not 8122top too n s toot S Sealed : 10/19/2020 �%vstt'• •. drawing no. Ter ••. < � � . W16 -71 FL # 22551 '//to ��I J % %%i0��` meet 7 or 12 V 1 /4" MAX, © LOCK O m SHIM OPTION M1 ; m • Et MS M2A CB M26 E9 E10 M26) M27 O Z q m TYPICAL ANCHORS., • - ACTIVE LEAF INACTIVE LEAP a f Z SEE ELEV. a S 6 0 FOR SPACING . __ Sol o :. _ N — W N pp _ � o � OG ' m �•--••-•• °a o '- m r-^ 70PGag paail 0 dece Some — come I*Ej U) Sa.EXTERIOR E21 M2At201 J z In oce; m a_ 17 M22 M26 M27 E21 Q w m 1 MEE D.L. OPG. dece LEAF WIDTH LEAF WIDTH odd J m DOOR FRAME WIDTH qp� 0 o z n Z s J riJ O J LLI LOCK Of OPTION 02 E Z vi u1 v „ M26 E9 M2A E10 M2B M27 p d' n ACTIVE LEA _ INACTIVE LEAF o Z 3 1O N viLo � R w Ld M ! Somme 0 D.L OPC, E21 M2A E21 D.L. OPG. N N I LEAF WIDTH LEAF WIDTH DOOR DETAILS a ; `tttttllllll / ///' o c doe Somm` � ' ttGENBF • n '� add �i of A g See 9 Sold Not 22 n g See * : :See a Not 0 GT _ y k 3 5 oof Sealed : 10/19/2020 •'• -% drawlny No. W16 - 71 FL #22551 i/ i4 / / � Irt�t��� sheet7. 7of12 W TYPICAL ANCHORS EDGE DIST, SEE ELEVS. Ij FOR SPACING 0 > . OFFZ ^ ° 4 O b Z A. F Z N d a d 5 y O w O W a ` m U M29 E17 a 0. N N �y N O n OOF E1 � N � M6 ^ VGwH M29 Q m O M26 O d 0 at 0 MB O 0 fy ¢ m O E4 N E12 Zhu`, o of m M2 .� Z Im•7 < w Q W 01 E r I I� II m N II II 3 N 8 OFF C mNp v tE II II Z i II 50 w w w I 1 _ 00 I 'I i V1 v 5 d O W Z � M c F o 3 W o 3z � � "I 'I It vi 0 R a E2 Lai III II II 0 M F I I f+ I II II �i I II II H II II II III II II = � S IIIII I W i r w ES o_ w d E4 Go M2 © E11 Ez E2o SIDELITE DETAILS o ; \ ">- 06%0 FA Old a Oda • I Z N0. 8122 r n g Oda WEEP HOLES ° a 3/16" X 1 - 1 /2" a ° + , E79 M25 a ° M25 + 4w add, 1 " FROM ENDS 7�� ��11SS��II • EDGE DIST. TYPICAL ANCHORS Oda a ST drawing no. LTYPICAL ANCHORS Sealed : 10/19/2020 0 �: SEE ELEVS. EDGE DIST. SEE ELEVS, �'`'� 46 • • •. to 0�� W � 6 - 7 � FOR SPACING FOR SPACING FL #22551 '� is / � 1111 �`` sheet 6 of 12 # 10 SMS OR TEKS 4m O AT 6" FROM ENDS n 1 /4" MAX. AND 12" O.C. MAX. e SHIM OOOFO E22 M2A E6 Z m '• M26 E12 M2 EB E6 M2 M24 E12 TYPICAL ANCHORS . , , 2 n SEE ELEV., IL p FOR SPA CINO . . O c~i 'w M 1p ti ,dri' MW 0u�iu� � 3 00/ o Q � � 6 61 ERIOR E17 E1 MS M24 2rD4La OPG, M24 E16 M22 M12 M26 M27 E21 Q w m SIDELITE PANEL WIDTH DOOR LEAF WIDTH SIDELITE FRAME WIDTH DOOR FRAME WIDTH . . Seemed? $$p rQi z � J O O 0 JK N N ? v M2A M24 E12 E22 M2A E6 E8 E72 E22 E12 M24 M2 EB j C) M n S0�1 3z � Meeker e -_ W ll.l 4m Li M C O EXTERIOR E21 EXTERIOR E18 M22 M12 M26 M27 E21 M6 E16 M24 N w DOOR LEAF WIDTH DOOR LEAF WIDTH DOOR FRAME WIDTH SIDELITE FRAME WIDTH DOOR FRAME WIDTH c 0 0 FApf ``.`�se'9 . UCPruaF 'fib •� a g¢ efts @ Noe IM22 SeemMe SWE :low , ems VMS MGM SM MS M� - � � Sealed: 10/19/2020See 'Sea � ' � � drawing no. Me W16 - 71 SIDELITE DETAILS ` FL # 22551,� s „ 11111� �� sheet g of 72 DOCK OPTIONS• H DETION #1:MAX. FRAME HEIGHT = 96 IN. MAX. FRAME HEIGHT = 108 IN.MAX. LEAF WIDTH = 36-3/16 IN. MAX. LEAF WIDTH = 36-3 16 IN. MAX. DESIGN LOAD = 80 PSF MAX. DESIGN LOAD = 80 PSFi ACTIVE LEeC: W cpi ACTIVE LEAF: H ..SURFACE MOUNT 3 POINT MORTISE LOCK SYSTEM CONVENTIONAL DOOR LOCKSET WITH HANDLE 0.C w BY'INTERLOCK USA' BY'BALDWIN' LOCATED AT 37"FROM BOTTOM C KEY OPERATED ON EXTERIOR AND THUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR INTERIOR THROW BOLT LOCATED AT 45" FROM BOTTOM C t rn n LEVER TYPE HANDLE AT 43-5/8"FROM BOTTOM 0 p ui H ACTIVATES SHOOT BOLTS ENGAGING 3/4"MIN.AT HEAD AND SILL CONCEALED FLUSH BOLTS FB-1202 BY'SULLIVAN k ASSOCIATES' FASTENED WITH 1/2"X 2"THROW BOLTS ENGAGING FRAME AT HEAD AND SILL 0 a p C (2) #10 X 3/4'FH SMS MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE C 4�, IN& LOCATED AT 12" FROM TOP AND BOTTOM 0 SURFACE w p A LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2'FH MS A FACE MOUNT 2 POINT LOCK SYSTEM Q m o Z BY INTERLOCK USA' INACTN LEA .LLII m£LEVER TYPE HANDLE AT 43-5/8"FROM BOTTOM CONCEALED FLUSH BOLTS FB-1202 BY 'SULLIVAN h ASOCIATES' Q A ACTIVATES SHOOT BOLTS ENGAGING 3/4"MIN,AT HEAD AND SILL 1/2"X 2"THROW BOLTS ENGAGING FRAME AT HEAD AND SILL FASTENED WITH (2) #10 X 3/4"FH SMS MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 12"FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) N8-32 X 1/2"FH MS Ral B� 130 8 LJE1 $ \ / o �/ACTIVE I ACTIVE INACTIVE ACTIVE I /INACTIVE rj 3 Z h �Ed In C)5�j 35 5/16" 35 5/16" 35 5/16" 35 5/16" w W M p LEAF W. LEAF W. LEAF W. LEAF W. HINGE OPTIONS: OPTION #1: OPTION #2: `o 4-1/2"LONG FLUSH MOUNT STEEL BUTT HINGES BY 'HAGER' STAINLESS STEEL ATHENA HINGES BY'SECURISTYLE' u`FASTENED WITH 12-24 X 1/2`FH MACHINE SCREWS FASTENED WITH 12-24 % 1/2"FH MACHINE SCREWS � FOUR PER HASP(LEAF). FOUR PER HASP(LEAF), TOP AND BOTTOM HINGES AT 7-7/8" FROM EACH END TOP HINGES AT 9" FROM TOP (1) HINGE REDD.AT MIDSPAN FOR 82"HIGH DOORS WITH BOTTOM HINGES AT 7-1/2'FROM BOTTOM STANDARD THRESHOLD ONLY. (1) HINGE AT MIDSPAN o ALL OTHER DOORS TO HAVE INTERMEDIATE HINGES AT 26-3/8"O.C. MAX. -c tt\\t111111//A �°c No.81223 1Sealed: 10/19/2020 ; sTo Cry W16 71 M22 M12 �11 �22 // lS� '• � \� FL #22551 /��/t/�ii�i1�111ttttt`` sheet10oi12 ITEM # PART 0 REQD, DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 ES-EL300-001 3 FRAME HEAD/JAMB 6063-T6 E2 ES-EL300-002 1 FRAME SILL (STD.) 6063-1`6 - E3 ES-EL300-003 1 FRAME SILL (ADA) 6063-T6 Z n J q E4 ES-EL300-004 2/ LEAF TOP AND BOTTOM RAIL6063-T6 - Np E5 ES-EL300-005 I/ LEAF HI-RISE BOTTOM RAIL 6063-11`6 E6 ES-EL300-020 1 / LEAF JAMB STILE 6063- S T a 06 - Q wtv E9 ES-EL300-021 1 ASTRAGAL STILE (ACTIVE) 6063-T6 - N E70 ES-EL300-022 1 ASTRAGAL STILE (INACTIVE) 6063-7b - p E71 ES-EL300-011 1 ADA SILL W'STRIP ADAPTER 6063-T6 E12 ES-EW00-012 1 IFRAME COVER 6063-T5 - O w 74 E13 ES-EL300-013 4/ LEAF GLASS STOP (LAM. GLASS) 6063-T5 Q a E o g E14 ES-EL300-014 4/ LEAF GLASS STOP (LAM, GLASS) 6063-T5 - 0 dJ E15 ES-EL300-015 4/ LEAF CLASS STOP (INSUL LAM. CLASS) 6063-TS - - Q = 0 E16 ES-EL300-018 AS READ, SNAP IN FILLER 6063-T6 - (y W m E17 ES-EL300-017 AS REQD, EXTERIOR TRIM 02 6063-T6 w Q d E18 ES-EL3D0-018 AS REOD, FRAME COVER 6063-TS Q 01f E19 ES-EL300-019 1 COVER STD, SILL S063-T6 E20 ES-6011 1 COVER ADA SILL 6063-T6 - E21 ACC-PL-020 1 BACK UP PLATE 6063-T6 - 2 E22 ES-EL300-026 1 MULLION 8063-1!6 - o d M1 ES-5008A AS REQD. GLAZING GASKET SILICONE DUROMETER 65t5 SHORE A M2 ES-1*251 -005A AS RE00, SIDELRE GASKET SILICONE DUROMETER 70t5 SHORE A zv1 M2A ES-EL300-GOI AS REQD. DOOR LEAF GASKET SILICONE DUROMETER 65t5 SHORE A 5 U LL MJ ES-451-1309 AS REQD, ADA SILL CASKET EPDM DUROMETER 70t5 SHORE A o UJ M4 ES-21 -804A 2/ LITE SETTING BLOCKS AT 1 /4 POINTS SILICONE DUROMETER 80t5 SHORE A Z (A f~!1 MS W23221NC AS RE00. PILE W'STRIPPINC POLYPROPYLENE - j 30 M6 W23221NK AS REQD. PILE W'STRIPPINC POLYPROPYLENE M7 W2338INK AS REQD, PILE WSTRIPPMG POLYPROPYLENE M12 - 4/ LEAF HINGE ASSEMBLY - HAGER M12A OHO1 -6005 4/ LEAF ATHENA HINGE - 1 tor 41 to g v M22 012-24 X 1/2" - HINGE FASTENERS ST/57 FH SMS ^� M23 pB X 1 /2" - W'STRIP ADAPTER FASTENERS ST/ST PH SMS M24 b10 X 3/4' - FIX, PANEL FASTENERS, AT 6" FROM ENDS k 12" O,C, ST/ST PH SMS M25 J12 X 1 -3/4" - FRAME ASSEMBLY FASTENERS ST/ST PH SMS M26 3/8- 16 X 2" - LEAF/PANEL ASSEMBLY FASTENERS ST/ST HEX CAP FULL THREAD 18-8 M27 - - 3/8" WASHER ST/S1' HEX CAP FULL THREAD 18-8 c M29 # 10 X 1 -3/4" AS REQD, HEAD ASSEMBLY FASTENERS ST/ST PH SMS c u m SEALANTS o: - e ALL FRAME AND LEAF JOINTS AND SEAMS SEALED WITH DOWSIL 791 SILICONE. L $ gg of EN of 40N No, B1223 y n •*gip i T, i •CC � S ® '• s7 . drawing no. Sealed: 10/19/2020 FL #225 0 / 1111111110` sheet10. 1of 2 � 4.000 � 1 .730 -^� ,875 4, 125 �� n .080 .793 793 -qI .231 io TYP4 m m j 1 ,600 TYP. 1 .400 080 .Y..� O 2,416 TYPO .873 062 1 .2I22 •873 062 1 .222 .873 062 1 .222 �. a 3.625 4,500 1 .490 2.065 TY1 TYP. TYP. O No Q I WNW 2096 —�-I 5,796 c C E13 E74 E15 Q H h FRAME HEAD/JAMB I _ V o j M ASTRAGAL STILE (ACTIVE) GLASS STOP (LAM, CLASS) GLASS STOP (INSUL. LAM. GLASS) O a o o °� 1 ,480 _ 1 ,827 -+� 1 .400 , 120 CEa � TOP AND BOTTOM RAIL 5,796 - 1319 . 188 a w 080 070 1 .46o TMP' TYP. o TMP Q ,45s tr-- 2. 065 4070 1 ,490 TYP, 4,000 SSS I 1 .7�40 106 mi � ( Ez ) FRAME SILL (STD,) 4, 125 � •729 Type E10 ASTRAGAL STILE (INACTIVE) -^1 F•'- .303 II{»- 1 ,600 0804173 r"' 1 8.000 I+- 2.518 7YP. .-t 150 7. 125 V J r 500 � o J W .250 SNAP IN FILLER (E22) MULLION 0: E16 m tnNa � � 3,979 3 '• ;� C) Q M E3 FRAME SILL (ADA) I I WLn -^ { 1 .226 ,324 h- 1 ,730 - w W M OF-1,1 E5 HI-RISE BOTTOM RAIL _ 5*000 (En) ADA W'STRIP ADAPTER 4 so 8 0 045 � 1 .750 1 .490 TYP. , .0�66 L . 4, 125 F� 1 .696 -�i o CEi2) FRAME COVER Es JAMB STILE % 04a *,t��ii a fO4 1 . 118 �*- 287 3. 182 * .' ( Y u � 711 No, 81223 1 383 r .289 303 ..Y � ' I 040 I .060 � • � IF ' ` —x ��•� •, ST ! drawing no. M�- 1 ,706 -�I 070 Sealed : 10/19/2020 FL 22551 E1e FRAME COVER E79 COVER STD. SILL Ego COVER ADA SILL (E17� EXTERIOR TRIM 111 111 0 W m Mount b 2 Z n j h ZZJ ✓ OMEMO 7 Q I 1900 ` p O W N M / r a. In / 0 u D m n d0 Q a o c Q0 � � 3 Q W 7 N LL ZO - r° Q OE W m N DOOR /SIDFLITE FRAM TOP CORNER 2 � o 21 $ -- Z I � � r•, I + v Z 3N � 0 i ACCESS MOLE $ Z -i b 8 3z vim W L LO 0000 2 U N / N DOOR LEAF CORNER 00 j SIDELITE PANEL CORNER o 0 _ o ``j1 \ III Ill E s feel *ti\CENBgtoo '� ot 0 i \ Ato too 10 No. 61223 n : tt � DOOR FRAME DOOR/SID IT FRAM b ? g 8 BOTTOM CORNER BOTTOM CORNER two ooff M'ssT r (j1: drawing no, Sealed: 10/19/2020 FL #22551 ��''�S„ nl \ \ •` s W16 - 71112or12