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HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORS7/30/2021 Florida Building Code Online Professional Regulation Na 8CIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search b a ` Y Product Approval IUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL22551-R3 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. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Validation Checklist - Hardcopy Received FL22551 R3 COI SS - Certificate of Indeoendence.Ddf Standard Year ASTM E1886 2013 ASTM E1996 2017 TAS 201 1994 TAS 202 1994 TAS 203 1994 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 Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/21/2020 10/22/2020 10/30/2020 12/16/2020 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 2020.Ddf Approved for use outside HVHZ: Yes 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 (2020 _pdf Approved for use outside HVHZ: Yes 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 AL=FAROOQ CORPORATION CONSULTING ENGINEERS Ot 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:�FARo''�.,' VGENAe �Q i No. B WWA ;Ski S10NAL 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: 305.262.6978 � www.afceng.com � alfarooq@afceng.com THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ES-EL300 ALUMINUM OUTSWING ENTRANCE D00R APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STD. THRESHOLD (ES—EL300-002) APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 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 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 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. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Le, LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG, HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEETS 2 & 2.1. STEP FOR SIDELTTE PANEL (0) CAPACITY SEE SHEETS 3 & 3.1 STEP 4 FOR SIDELTEE COMBINATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEET 4. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. �v M Z �m � � m W Z2 N OdiN`° 0c~iy� Vccam P, Qa0Qa0 OaInx3 O N 4 W 7 LL N W H ° In a .. 0 umi � � N I m O O N Z 5 x LL _Jw Z o: NN.Na n > 3rn M h z3 e 3 2i w In `0 GLASS TYPES 'B' & 'B1' COMPLY WITH REQUIREMENTS OF ANSI Z97.1. SAFEGUARD REQUIREMENTS TO BE VERIFIED. c o ga c m Sealed: 10/19/2020 FL # 22551 go m u (�d`U�''///// ^ ,p L- CONTRACTOR TO BE INSTALLATION OF THIS RESPONSIBLEp� \\CHASE AND\\\\6:n�' EBASED FOR TON THIHE S�PRODUCT REVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED `\`y.��'`\GBN3F•//� ON THIS DOCUMENT. 3' b ` B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF No. 81223 —_ n _� ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EA.R.) S o $ FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED i•'•, :2� drawing no. ENGINEER TO THE P,E.b, ENGINEER SMALL SUBMIT TO THIS UTTER THE SRE SPECIFIC DRAWINGS FOR REVIEW. OF ///,SI W16-71 D THE PROFESSIONAL ENGINEER OF RECORD THAT ORIGINALSIGNATURE ,,\\\\ cH� * r' 3/16" HEAT STREN'D. GLASS V w 3/8" AIR SPACE M e 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS Z m n 090" Interloyer 090" Interloyer Q y Trosifol PVB By 'Kuraray America, Inc.' Trosifol PV8 By 'Kuraray Americo, Inc.' a 2 y S OR OR fY Opera U 090" Interloyer 090" Interloyer Q w w a SentryGlas SentryGlas n, N 9 O By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' t OR 090" Interloyer OR 090 Interloyer Q t M V wIn Saflex Clear And Color Glass Soflex Clear And Color Glass 'Eostman 0 ey 'Eastman Chemical Co.' By Chemicol Co.' O' ¢ w OR 075" Interloyer OR 075" Interloyer Q a. C G 4 Q a6 6 Saflex CP With PET Core 'Eastman Saflex CP With PET Care By 'Eastman Chemical Co.' ul m p �j Z L N By Chemical Co.' Q w N 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS LLZvr_o j z m_ J Q W 01 f SILICONE SIUCONE a w DOWSIL 985 F DOWSIL 985 DOWSIL 795 m Mt DOWSIL 795 MI DOWSIL 2400 z m OOWSIL 2400 it ut � III yy 14 II II 7 II 1 13 III In Y II I M1 II III j1 n v 11 II n U 11 11 n � II 11 11 � b 8 11 II 11 11 II II II NOTE: ca 0 EXTERIOR UTE OF GLASS TYPE 'Al' TO BE TEMPERED FOR INSTALLATIONS A80VE 30 Fr. OF GRADE. = 0 0 1 () M4 M4 M4 Z N n a SQUARE BEAD OPTION CLASS TYPE 'A' GLASS TYPE 'AI' �2 2 3 O1 Nf n v n I 7/16" OVERALL LAM. CUSS 1" OVERALL INSUL. LAM. GLASS Z3�e 0 0 4 1/4" TEMP. GLASS VI N 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 By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' : SPACER 'HELIMA' LOW PROFILE ALUMINUM SPACER p 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 ' III Y III 11 DOWSIL 791 GE 2000 2 a I n M1 � e r.� III III it I I�eQ� r7ij�� ���V\`Bg4,• qq M4 No.81223 n GLASS TYPE 'H' GLASS TYPE -'p •. ST r� drawing no. _'81' Sealed: 10/19/2020 %�� o •'cy��'; 7/16" OVERALL LAM. GLASS I" OVERALL INSUL. LAM. CUSS �� 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" e -� 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 0 w ` ^ U Oa mo \ 0cy ILoo \ 0-ain W It Cc� C W V) 01 Oni m OI y� m m 4 aV, v H JJJJ 4. LL O O \ C ,a / \ S Rol / o -I w tY m ACTIVE ACTIVE \INACTIVE Z 3 0 12 12" SILL ANCHORS C7 81 I (� to 7 5/8" MAX. MAX, 7 5/8" MAX. MAX. --`�AT STILE ENDS w UJ M 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 U d c d 0 0 `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) STA 0 drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) _ (FRAME WIDTH - 23.625")/2 (xx DooRS) Sealed: 10/19/2020 r'�,• ;F a y��� W16-71 DECDLARAOTOIDA BUILDING RY STATEMENT OCA05ID EC-219 D.L.O. HEIGHT - FRAME HFRAME EIGHT - 14.875" (HIDRISETBOTT..ILRAIL) FL #22551 C I✓ I II _ as m O V O II II \II I I II 8 \ SINGLE DOORS LOAD CAPACITY -PSF GLASS TYPES 'A', 'AI', 'B' 8 'Hl' FRAME LEAF THRESHOLD TYPES E7tT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 39-J/4` 96" 36-3/16" 93-9/16` SM. 80.0 80.0 39-3/4` 96" 36-3/16" 93-5/8` ADA 80.0 80,0 C � - O O II J J II \ I I \II II \ 11 8 \ DOUBLE DOORS LOAD CAPACITY -PSF GLASS TYPES W. 'AI', 'B' k 'HI' FRAME LEAF THRESHOLD TYPES EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 76` 96" 36-3/16" 93-9/16" STD. 80.0 80.0 78' 96' 36-3/16" 93-5/8" ADA 80.0 80.0 v,� SURFACE APPLIED FALSE MUNTINS MAY BE USED � U C J W N CC � O C p STD. SILL TYPICAL ELEVATION ( X ) SINGLE DOORS LOAD CAPACITY —PSP GLASS TYPES 'B' k 'B1' FRAME LEAF THRESHOLD TYPE EXT•(+) INT.(—) WIDTH HEIGHT WIDTH HEIGHT 39-3/4" 108" 1 36-3/16" 1105-9/16" 1 STD, 1 80.0 1 80,0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 7 5/8" MAX. D.L. OPG. A n II / II/ -$-__- / I I / I I \ I I \ n u II i\ II u r_T�mr I� HEAD ANCHORS AT STILE ENDS (4) AT 3" O.C. 12" SILL ANCHORS MAX• AT STILE ENDS HEAD (4) AT 3" O.C. SILL STD, SILL TYPICAL ELEVATION ( XX ) DOUBLE DOORS LOAD CAPACITY —PSP GLASS TYPES 'B' k 'H1' FRAME LEAF THRESHOLD TYPE EXT.(+) INT.(—) WIDTH HEIGHT I WIDTH I HEIGHT 76"1 108" 136-3/1601105-9/16"j STD, 1 80,0 1 Soso GLASS O.L.O. FORMULAE: D.L.O. WIDTH =FRAME WIDTH — 13.563" (X DOORS) _ (FRAME WIDTH — 23.625")/2 (XX DOORS) D.L.O. HEIGHT = FRAME HEIGHT — 11.438' (STD. BOT. RAIL) = FRAME HEIGHT — 14.875" (HI —RISE BOT. RAIL) No. B122 Fflu y Sealed: 10/19/2020 % '' 0 10 FL #22551 �11■1 drawing no. W16-71 o In SURFACE APPLIED FALSE MUNTINS � MAY BE USED U TYPICAL ELEVATION ( 0 ) SIDELITE LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (0) CLASS TYPES 'A', 'A1', 'H' k 'B1' FRAME PANEL THRESHOLD TYPES �(+) INT (-) WIDTH HEIGHT WIDTH HEIGHT 37-5/8` 96" 34-7/8` 93-9/16" STD. 80.0 80.0 37-5/8` 96" 34-1/8` 93-5/8' ADA 80.0 80.0 43-5/8` 62` 40-t/8` 79-9/16` STD. 80.0 80.0 43-5/8" 82" 40-i/8" 79-5/8` ADA 80.0 80.0 SIDELITE WIDTH =FRAME WIDTH - 1-5/8" (SEE CHART ON SHEET 4) � aJa C S = � � � � \ v � � � � � � IIIa��� � � O p p N p 7 5/8" MAX. 34 1/8" INEL WID 24 1/8" I I I I I I I I II u II II II =--L=== D.L. OPC. A II II ----n� - � J III u / II I — — _�_= / ��1 _ II II I I I I II \ II -IL_--� —.�_ —rr--_— \ u \l I I \ 8 \ 148 1/16" FRAME WIDY 36 3/16" .EAF WIDTH HEAD/SILL ANCHORS /-AT STILE ENDS 26 3/16" I (4) AT 3" O.C. �' '{fit )\ � \ �� \\ �/ \ 34 1/8" INEL WID'. 24 1/8" II // // ��� II / II II / II I I I 'E `, INACTIVE � � I HEAD `--y/ ,J���, 3�(4�ATSMULUON EN05 MAX. SILL TYPICAL ELEVATION ( O-XX-O ) NOTE: THE FRAME AREA OF ALTERNATE 512E MUST NOT EXCEED TESTED FRAME AREA � 98.7 S0. FT. D.L.O. HEIGHT (SIDELITE) o FRAME HEIGHT - 11.438" (STD. BOT. RAIL) e FRAME HEIGHT - 14.875" (HI -RISE BOT. RAIL) D.L.O. WIDTH (SIDE LITE) m FRAME WIDTH - 13.563" i No. 8122 i�• Si�O �•�• Sealed: 10/19/2020 y . FL #22551 �' �S®�'�►�L,L1�? uW �� n m m 3 O " � °' � �' � 2 Q � a ` O o u p v a �" �p� O � 'a � V ouim m DaooB � � � N O Q W 7 � N :: Z N IA - m Q wmf� ""` Vmf � � J I v D: M � 8 z � s -� � O —I w Z 3Nv� � � M m Z3 3 8 3z�� vi��� h �5�w laJ � � 0 d c d 0 N 0 .� ` o c � q 1 � �' a � S E drawing no. W16-71 TYPICAL ELEVATION ( O ) OR SIDELITE LOAD CAPACITY - PSF STAND ALONE STATIONARY PANEL (0) GLASS TYPES 'R& 'EI' FRAME PANEL THRESHOLD TYPES EXT.(+) INT,(-) WIDTH HEIGHT WIDTH HEIGHT 39-3/4" 108" 36-3/16" 105-9/16" STD, 80.0 80.0 45-3/4pj 92" 1 42-3/16" 1 91-9/16" I STD. 80.0 80.0 SIDELITE WIDTH = FRAME WIDTH - 1-5/8" (SEE CHART ON SHEET 4) TYPICAL ELEVATION NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA m 98.7 S0. FT. D.L.O. HEIGHT (SIDELITE) a FRAME HEIGHT - 11.438" (STD. BOT. RAIL) Sealed: 10/19/2020 m FRAME HEIGHT - 14.875" (HI -RISE 80T. RAIL) D.L.O. WIDTH (SIDE LITE) m FRAME WIDTH - 13.563" FL #22551 No, �81y2�233 m 3 0 hm � w f L Q E N Z U O W O 0 yN{uI y V 'o a&a� 2 Qaco.yp+ O N ZV7_ O Pi Qwmf�' m N v I m � b O o e'1 2 O J W NNa� z � 3rnM� Z3 e I c 0 d c d 0 0 N °c n drowin g no. W16-71 sheet( 3.1of 72� DESIGN LOAD CAPACITY - PSF DOOR TO SDEUTE OR DOOR TO DOOR MUWON SIDELITE WIDTH INCHES FRAME HEIGHT INCHES EXT. (+) INT, (-) 18 24 30 38 42 84 Soto 80,0 80,0 80.0 80,0 18 24 30 38 42 90 SOD 80,0 80,0 Soto Soto 18 24 30 38 40-1/2 96 80.0 80,0 80,0 76,8 73,0 8 24 30 38 108 73,2 66.2 60,0 54.0 NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 3, FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE, DOOR/SIDELITE OVERALL FRAME WIDTH OVERALL FRAME WIDTH OVERALL FRAME WIDTH -~I n n U U O O G� t1aC \\ \ K / //L L \ H \ \ / ot 0 / \ l.go6dood / B B \ 0 tog DOOR DOOR DOOR DOOR DOOR DOOR FRAME SIDELITE SIDELITE FRAME SIDELITE FRAME SIDELITE FRAME FRAME FRAME SIDELITE WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH (OXO) (XOx) �OXX; �OX) OVERALL FRAME WIDTH OVERALL FRAME WIDTH OVERALL FRAME WIDTH n n�� n n n n r\got Ltil CB\ /C \ WIDTH DOOR IDTH MEOxx XXO OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM, SINGLE (X) DOOR WIDTH DOUBLE (XX) DOOR WIDTH SIDELITE DH DOOWITH SW WIDTH ( OXXO ) Sealed: 10/19/2020 �WJ No, 81223 allow got ;4• ST �j jor FL #22551 m m 3 room h Q f Z N I a 3 Oin N� G C OGu'1� C)OW.1 paoa� a u��aa LL Z u _ m Q W 0 F m n N e � 0 R O J W K N�NV Z n O�Nf h � M 0 c u N N C L p SO 31 O � c m o drawing no. W16-71 sheet 4 of 121 In EDGE DIST. TYPICAL ANCHORS �U SEE ELEVS. FOR SPACING 11 0_ to C y qQ Q Z N 1 w 6 S M29 E17 a O O N` m v a " Et \_ �F LL C UNM O M29 Idw (,) W m A M26 M6 D a 0 E4 E12 It V)b N 7 � 0 M2A LL z m w _ n glu Q Waif: II I II II II II _ N 3 0 0 p 0 H Z c U 5 -J Ui Ui J K G7 ao R z In N v O 3 0 c Z3Lu w h W li II I� �I W 0 l Il it a n NLn ,I 0 w Li I 11 II ai I� Ii II W l II n t W II II x ES Irr 41I o z c E4 �\ Vol © Myl B E11 E2 E20 M3 DOOR DETAILS 24 IT ; MB Ids ONES *0 040 d4v dad WEEP HOLES l ° 1+.. ° ..° v M25 • addNo. 8122 XX=.I n 3/16" X 1-1/2 °' o . ' E19 M25 • _ ' ' y �' 1" FROM ENDS EOCE DI5T. a EDGE DIST. TYPICAL ANCHORS TYPICAL ANCHORS 0 5 SEE ELEVS. SEE ELEVS. drawin FOR SPACING FOR SPACING Sealed: 10/19/2020 '��.• ' • � W16-71 �(�` STD. THRESHOLII AAA THRESHOLb /�i sy�° .' " (L���� APPROVED FOR WATER INFILTRATION RESISTANCE NOT APPROVED FOR WATER INFILTRATION RESISTANCE FL #22551 /////�11100% 9heE1 5 of 12 WOOD BUCK EDGE DIST. 28Y WOOD BUCK n —� OR WOOD STRUCTURE METAL Ir__ __-_-__ ____-_- m SEE NOTE SHEET 1 STRUCTURE II F.B.C. APPROVED II 1 3 •°� EDGED EDGE DIST. I�CLIPPED MULLION �I L n n �I SEE SEPARATE APPROVAL I� Q h (`---------- - - - - - - Q o. d'OpV o U , W W I W QW�`✓' a a Y 3 m Qcy 6 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS Q 0 SEE ELEVS. SEE ELEVS. SEE ELEVS. SEE ELEVS. Q °T t ¢ FOR SPACING FOR SPACING FOR SPACING FOR SPACING 1% i o a a W 7 V N U. Z 0 - m J01¢� Q Z. m i WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON+ BY 'DEWALT' (Fu-164 KSI. Fy-148 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 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 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) 1/4" QLA, TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN, (6063—T5 MIN.) STEEL: 1/8" THK, MIN, (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE m 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG a 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f•m - 2000 PSI MIN. DOOR DETAILS o 0 N ,``IIIIIIIIIIff d c F ffi .. No.8122 n S � a Sealed: 10/19/2020 r:� drawing no. FL #22551 i1ffffdVAljj1�I�� sheet 6 of12 3 � too: a Qf a S ;� o pfy'y�1`m U Oe �O�M paoo.+ Q WjLL jp �Zln_m of um Qwmf� I .J.+ g z 3 L� U �w o � p�rMi� n R I N�� 0 U W �d 00 .y �! O c u :. II aan drawing no. W16-71 see LOCK 1 /4" MAX. © OPTION b1 O 1 4" MAX. SHIM 1 /4" MAX SHIM SHIM I E7 MS M2A E6 EB E12 M25 ZIBY WO 2BY WOOD B K WOOD BUCK OR CL TYPICAL ANCHORS TYPICAL ANCHORS WOOD STR TORE SEE ELEV. SEE ELEV. EE NOTE HEET 1 FOR SPACING FOR SPACING W EXTERIOR E21 TYPICAL ANCHORS E17 M22 M72 M28 M27 E21 Mg E1 E17 FOR ELEV. toot SPACING MAR' D.L. OPG. STRUCTURE LEAF WIDTH tooDOOR FRAME WIDTH (1) con CO4 see LOCK OPTION N2 O 1/4" MAX SHIM E6 E12 M2S 1BY esseetWOOD BUCK - — - - i TYPICAL ANCHORS - - - _ SEE ELEVS. ��- FOR SPACING - -- - - - - - ..,,,,. w ' EXTERIOR E21 4 M6 Eotoo 1 E17 DOOR DETAILS 61%1111111111/ LEAF WIDTH ��� po;1gle. FA �i�� DOOR FRAME WIDTH `;'� eemod 1,10ENBE ��� see see teNo. 8122 mon 5�7 ;i7me = Jet xz Sealed: 10/19/2020 %ecqOO., ' FL #22551 ��' 411 ��111� 1/4" MAX, © LOCK O o SHIM OPTION M1 Et MS MZA EB M26 E9 E10 M29 M27 TYPICAL ANCHORS., ACTIVE LEAF INACTIVE LEAF SEE ELEV. FOR SPACING. pp W 43 EXTERIOR E21 M2A E21 D.L. OPC. 17 M22 M28 M27 E21 D.L. OPG, LEAF WIDTH LEAF WIDTH DOOR FRAME WIDTH LOCK OOf OPTION 02 M28 E9 M2A E10 M2B M27 ACTIVE INACTIVE LEAF ILo D.L OPC, E41 M2A E21 D.L. OPG. I LEAF WIDTH LEAF WIDTH DOOR DETAILSv UT cS�•~.•' �GENBF'��i \A FA No. 8122 ' Sealed:10/19/2020 FL #22551 �� IIi it 1%.it%% sheet7.1of12 V �� n m Z � OQQgn�� O Z!Z i w Z i N Q f i Ow� a�uw Voiro m Qaoo� O N � m ��ZON JOf ima Qwmf m m J I z O J w N�'a� z � 3 m n w � o��m Z 3 i^o w W M � 0 N m FOR SPACING SIDELITE DETAILS Sealed: 10/19/2020 FL #22551 No, 8122 ST W ro� a Q ? 0 i N O W {yO`II� m U U O C d�>m ro O a o 0 NJJ LL Z N 1 O Of .N, (9 N Q W 01 f r 61 N � I K � 8 a 1� Z 3 5 U� �w o Nov i � r� �3..A ° I lnv�i�� 0 d c m o, u o c e n n , X � 5 drawing no. W16-71 shee( t /"�\ #10 SMS OR TEKS f IN NPICAL FOF SIDELITE DETAILS Sealed: 10/19/2020 FL #22551 � Z m lee �w a F � a � µNµtt Vo>n �aoog a 7� ZN-� {i Of C7 iD uW1 Q W O1 E F 3 � J I �oo 1�1 y2 lj J tj C (nNa Z j O a TeeN 0 3z�e O C u n v c d o e Rio n M drang no. W16-71 OPTION 91 MAX. FRAME HEIGHT = 96 IN. MAX. LEAF WIDTH = 36-3/16 IN. MAX. DESIGN LOAD = 80 PSF ACTIVE LEAF: SURFACE MOUNT 3 POINT MORTISE LOCK SYSTEM BY 'INTERLOCK USA' KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR LEVER TYPE HANDLE AT 43-5/8" FROM BOTTOM ACTIVATES SHOOT BOLTS ENGAGING 3/4" MIN. AT HEAD AND SILL FASTENED WITH (2) #10 X 3/4" FH SMS INACTIVE LEAF: SURFACE MOUNT 2 POINT LOCK SYSTEM BY 'INTERLOCK USA' LEVER TYPE HANDLE AT 43-5/8" FROM BOTTOM ACTIVATES SHOOT BOLTS ENGAGING 3/4" MIN, AT HEAD AND SILL FASTENED WITH (2) #10 X 3/4" FH SMS I I / I rAi I m \ I ACTIVE I 35 5/16" LEAF W. / I \ w �'• it I 8 \ / \ II / \ it / ACTIVE j INACTIVE HINGE OPTION_ S 35 5/16" LEAF W. 4-1/2" LONG FLUSH MOUNT STEEL BUTT HINGES BY 'HAGER' FASTENED WITH 12-24 X 1/2" FH MACHINE SCREWS FOUR PER HASP(LEAF). TOP AND BOTTOM HINGES AT 7-7/8" FROM EACH END (1) HINGE REDD. AT MIDSPAN FOR 82" HIGH DOORS WITH STANDARD THRESHOLD ONLY. ALL OTHER DOORS TO HAVE INTERMEDIATE HINGES AT 26-3/8" D.C. MAX. OPTION 62: MAX. FRAME HEIGHT = 108 IN. MAX. LEAF WIDTH = 36-3/16 IN. MAX. DESIGN LOAD = 80 PSF ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE BY 'BALDWIN' LOCATED AT 37" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 45" FROM BOTTOM CONCEALED FLUSH BOLTS FB-1202 BY 'SULLIVAN k ASSOCIATES' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 12" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS FB-1202 BY 'SULLIVAN h ASOCIATES' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 12" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS /j m y O 8 \ ACTIVE 35 5/16" LEAF W. / I I \ \ ACTIVE I / INACTIVE 35 5/16" LEAF W. OPTION J2: STAINLESS STEEL ATHENA HINGES BY 'SECURISTYLE' FASTENED WITH 12-24 X 1/2" FH MACHINE SCREWS FOUR PER HASP(LEAF), TOP HINGES AT 9" FROM TOP BOTTOM HINGES AT 7-1/2" FROM BOTTOM (1) HINGE AT MIDSPAN FA No.81223 i Sealed:10/19/2020 FL .#22551 � yeti 0 q O q 0 W 0 H 0$Hm Ci o ui .i yo�ro o 0 L a 0 H O U1 NC aZ" wOw 6 :16�g drawing no. W16-71 1 �4 1 FRAME HEAD/JAMB FRAME SILL (STD.) 729 O80 � 1,173 jam- , 7YP. .500 .250 F�---3.979 FRAME SILL (ADA) 1.226 .324 pI70 I� -�i 1.314 W- ADA W'STRIP ADAPTER ,045 TYP. I 1.866 W-1.696-�i FRAME COVER 045 TYP' 1.383 F--1.706 -�I� 7. ��1.116 r .269 060��� TOP AND BOTTOM RAIL HI -RISE BOTTOM RAIL JAMB STILE -y,7t t� 287 .040� FRAME COVER �(Ets) COVER STD. SILL I(E20� COVER ADA SILL Es) ASTRAGAL STILE (ACTIVE) 2. ASTRAGAL STILE (INACTIVE) 3.182 ��.303 ''�� 070 �� ►►� EXTERIOR TRIM ,793 793 ----''� .873 062 1,Y22 •873 ,062 1,222 TY� �— TYP. E13 E74 GLASS STOP (LAM. CLASS) SNAP IN FILLER MULLION -q .231 ,�_ Z n m .873 062 1.222 O � � � TYP. Q � � N O �o`m ��� E15 Q�ym Vo�� GLASS STOP (INSUL. LAM. GLASS) Q' � � M o Qaoo°� Q/��y�� 1Y � 2 O N LLzH�m Q��iiR� No.81223 ���..:� Sealed:10/19/2020 FL #22551 � N v 0 z v � �� O J W N N a n O � M n O M � Z 3 � e 3zW� i ln��� H ,n S W W M � m e b � o X � 5 tlrowing no. W16-71 DOOR FRAME B0�OM CORNERCORNER Sealed:10/19/2020 FL #22551 o� q� O OJO` m {NY OGPn� p'o�m paoo� N o drawing no. W16-71