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HomeMy WebLinkAboutWINDOW & DOOR SCHEDULES ILIE3 �r rrr IMPACT WINDOWS & DOORS Fil�e4c2o P Window/Door Schedule 1 New Approx Opening Room/Designation Impact Shutte Existing Remar Id# Size (WXH) Window Location Type Glass r I Shutter ks 1 ov a �. I 2 3 4 S 6 7 , ; 8 1 10 11 12 13 5 14 15 16 17 18 19 20 21 22 23 24 25 8/6/2021 Florida Building Code Online FLORIDA DiPARTMIZINIT Business ►• Professional Regulation m� i •� BCIS Home j Log In User Registration I Hot Topics ! Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search b a rN Product ApprovalA , ,USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail �n r 0 C'FFICE OF THE FL# FL22527-R9SECRETARY ` (1 C S� Application Type Revision �JwJ"' Code Version 2020 Application Status Approved I�('�J U 11G 0Py Comments Archived REVIEWED FUR (� Product Manufacturer E.S. Windows, Inc. CODE COMPLIANCE Address/Phone/Email 10653 NE Quaybridge Ct. ST. LUCIE COUNTY Miami, FL 33138 (305)624-7775 BOCC 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 ]alai 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 FL22527 R9 COI SS-Certificate of Independence.pdf 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 FL22527 R9 Equiv SS-Equiv Ltr ASTM E1886-1996.pdf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz4w90l tPx6Lid 1 tDR18N37b47QbyOcGOHdw%3d%3d 1/2 8/6/2021 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/15/2021 Date Validated 02/25/2021 Date Pending FBC Approval 02/25/2021 Date Approved 04/13/2021 Summary of Pro ducts FL# Model,Number or Name Description 22527.1 Series ES-9000 Aluminum Outswing Large missile impact resistant aluminum outswing door French Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL22527 R9 II SS- ES-9000 Alum, OS FD(LMMI W17- 1 Approved for use outside HVHZ:Yes 2020.1.Q Impact Resistant:Yes Verified By: ]alai Farooq PE#81223 Design Pressure: +130/-130 Created by Independent Third Party: Yes Other: See attached drawing W17-91 for installation Evaluation Reports instructions. FL22527 R9 AE SS-9000 OS Door(LMI)-PAE 2020.pdf Created by Independent Third Party:Yes 22527.2 Series ES-9000-10 Aluminum Large missile impact resistant aluminum outswing door. Outswing French Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL22527 R9 II SS-ES-9000-10 OS FD(LMI)DWG 18-58F Approved for use outside HVHZ:Yes 2020 R2 pd Impact Resistant:Yes Verified By: ]alal Farooq PE#81223 Design Pressure: +114/-114 Created by Independent Third Party:Yes Other:See attached drawing 18-58F for installation Evaluation Reports instructions. FL22527 R9 AE SS-9000-10 OS Door(LM -PAE 2020 R1.pdf Created by Independent Third Party:Yes 22527.3 Series ES-9100 Aluminum Outswing Small missile impact resistant aluminum outswing door. Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL22527 R9 II SS- ES-9100 Alum.OS FD(SMI) W 17-56 Approved for use outside HVHZ:Yes 2020.1.pdf Impact Resistant:Yes Verified By: ]alai Farooq PE#81223 Design Pressure: +120/-150 Created by Independent Third Party:Yes Other:See attached drawing W17-56 for installation Evaluation Reports instructions. FL22527 R9 AE SS-Series 9100 05 Door(SMI)-PAE 2020.Ddf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.Sggydoht 2007-2013 State of Florida.::E[LvAry 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: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz4w9O l tPx6Lid 1 tDR 18N37b47QbyOcGOHdw%3d°/o3d 2/2 Rt VLV z n m 3 h n W � n r TI OEM Onoo 3'a I"Zo $ W>LL Ip m SERIES 9000 d i ALUMINUM OUTSWING ENTRANCE DOOR $ m SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF SINGLE DOORS WITH OR WITHOUT TRANSOMS. ID SEE SHEETS 3& 4 FOR DESIGN LOAD CAPACITY OF DOUBLE DOORS WITH OR WITHOUT TRANSOMS. V SEE SHEET 5 FOR DESIGN LOAD CAPACITY OF SINGLE AND DOUBLE DOORS WITHOUT TRANSOMS WITH ADDITIONAL OPTIONS. GLASS D.L.O. DIMS. N SEE SHEET 6 FOR DESIGN LOAD CAPACITY OF SINGLE DOORS WITHOUT TRANSOMS WITH HIGHER LOAD CAPACITY. D.L.O. HEIGHT (DOOR) = FRAME HEIGHT - 15.250" (STD. THRESHOLD) O a In D.L.O. HEIGHT (DOOR) = FRAME HEIGHT - 15.625" (SADDLE THRESHOLD) DOORS CAN ALSO BE USED WITH E.S. WINDOWS SERIES 8000 OR D.L.O. HEIGHT (DOOR) = FRAME HEIGHT - 15.750" (HIGH THRESHOLD) Z h ro SERIES 9500 STOREFRONT SYSTEMS UNDER SEPARATE APPROVAL. D.L.O. WIDTH (DOOR) = FRAME WIDTH - 14.0625" 3 Z ;i DOOR MULLION ATTACHMENT, END LOAD AND CAPACITY TO BE I -9 REVIEWED BY BUILDING OFFICIAL. D.L.O. HEIGHT (ES-9500 TRANSOM) = TRANSOM HEIGHT - 5" �, La LO D.L.O. WIDTH (ES-9500 TRANSOM) = FRAME WIDTH - 7" Ln A DOORS WITH STANDARD AND SADDLE THRESHOLD ARE NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. D.L.O. HEIGHT (ES-8000 TRANSOM) TRANSOM HEIGHT - 5.5" DOORS USING ES-9026 (HIGH THRESHOLD OPTION)ARE APPROVED FOR D.L.O. WIDTH (ES-8000 TRANSOM) = FRAME WIDTH - 5.5" WATER INFILTRATION RESISTANCE. SEE SHEETS 8& 18 FOR DETAILS. LEAF HEIGHT - FRAME HEIGHT - 2.938" (STD. THRESHOLD) LEAF HEIGHT = FRAME HEIGHT - 2.563" (SADDLE THRESHOLD) y THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE LEAF HEIGHT - FRAME HEIGHT - 2.438" (HIGH THRESHOLD) REQUIREMENTS OF HE 2017 (6TH EDITION)/2020(7TH EDITION) FLORIDA LEAF WIDTH = FRAME WIDTH - 5.188" R Q BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). °8 D 1BY OR 2BY WOOD BUCKS& BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS m 3 5 TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 'SHUTTERS ARE NOT REQUIRED. - - c v m A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. .9 v= 5' ALL SHIMS TO BE RICH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. NOTE: Sealed:2/15/2021 FL #22527 m VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. <m INCLUDINGMATERIALS LIMITED CONTACT OTTHER D STEEL/METAL LM SIMILAR MATERIALS SHALE_ COME INTO WIH ET THE A-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND J�A11T�.I��YYtttit n REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE &ADOPTED STANDARDS. INsuunDN of THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ON THIS DOCUMENT, FOR A SITE SPECIFIC PROJECT,i.e.LIFE SAFETY OF THIS PRODUCT,ADEQUACY B-THIS PRODUCT EVA UATION DOCUMENT WILL BE CONSIDERED INVALID IF - OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR ALTERED BY ANY MEANS. NO.81223 L' B WATER INFILTRATION RESISTANCE ETC, C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O."I L AND TO BE REVIEWED BY BUILDING OFFICIAL. FOR THE PROJECT AND WHo WILL BE RESPONSIBLE FOR THE PROPER DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASO)'. USE DF THE P.E.O. ENGINEER OF RECORD,ACTING AS A DELEGATED drawing no- DESIGN TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE W•7-9 1 SPECIFIC DRAWINGS FOR REVIEW. '�� ��` 1 MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION `! IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. D-THE P.E.D.SHALL BEAR THE DINE AND ORIGINAL SEAL AHD SIGNATURE OF \it\v �%, sheet 1 of 19 THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. LABELING TO COMPLY WITH SECTION 1709.9.2. - 11111111E I - w II Z Pb^i Z q IMP t-• E N n 0 CL a ¢z� �i��- � wTf jl N SERIES 900D n m ALUMINUM OUTSWING ENTRANCE DOOR m SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF SINGLE DOORS WITH OR WITHOUT TRANSOMS. SEE SHEETS 3& 4 FOR DESIGN LOAD CAPACITY OF DOUBLE DOORS WITH OR WITHOUT TRANSOMS. lai 0 SEE SHEET 5 FOR DESIGN LOAD CAPACITY OF SINGLE AND WDOUBLEDOORSWITHOUT TRANSOMS WITH ADDITIONAL OPTIONS. G 4SS D .O. IMS. t a SEE SHEET 6 FOR DESIGN LOAD CAPACITY OF SINGLE DOORS O.L.O. HEIGHT (DOOR) = FRAME HEIGHT - 15.250" (STD. THRESHOLD) 3 WITHOUT TRANSOMS WITH HIGHER LOAD CAPACITY. 0 a D.L.O. HEIGHT (DOOR) = FRAME HEIGHT - 15.625" (SADDLE THRESHOLD) DOORS CAN ALSO BE USED WITH E.S. WINDOWS SERIES 8000 OR D.L.O. HEIGHT (DOOR) = FRAME HEIGHT - 15.750" (HIGH THRESHOLD) �Q Z 3 ro SERIES 9500 STOREFRONT SYSTEMS UNDER SEPARATE APPROVAL. D.L.O. WIDTH (DOOR) = FRAME WIDTH - 14.0625" x 3 Z c DOOR MULLION ATTACHMENT, END LOAD AND CAPACITY TO BE I •"� REVIEWED BY BUILDING OFFICIAL. D.L.O. HEIGHT (ES TRANSOM) = TRANSOM HEIGHT - 5" uj N DOORS WITH STANDARD AND SADDLE THRESHOLD ARE NOT APPROVED D.L.O. WIDTH (ES-9500 TRANSOM) = FRAME WIDTH - 7" LAj In FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. D.L.O. HEIGHT (ES-8000 TRANSOM) TRANSOM HEIGHT - 5.5" �---� DOORS USING ES-9026 (HIGH THRESHOLD OPTION)ARE APPROVED FOR D.L.O. WIDTH (ES-8000 TRANSOM) = FRAME WIDTH - 5.5" WATER INFILTRATION RESISTANCE. LEAF HEIGHT = FRAME HEIGHT - 2.938" (STD. THRESHOLD) SEE SHEETS 8& 18 FOR DETAILS. LEAF HEIGHT = FRAME HEIGHT - 2.563" (SADDLE THRESHOLD) � THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE LEAF HEIGHT - FRAME HEIGHT - 2.438" (HIGH THRESHOLD) R REQUIREMENTS OF THE 2017 (6TH EOITK)N)/2020(7TH EDITION) FLORIDA LEAF WIDTH = FRAME WIDTH - 5.188" BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). )BY OR 2BY WOW BUCKS& BUCK FASTENERS BY OTHERS, MUST BE cu DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS v TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF•S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE (THESSEE DOORS ARE RATED FOR LARGE SMALL MISSILE IMPACT. - MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. c d' A LOAD OURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. o 9 o NOTE: W $o ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. Sealed:2NS/ZOZ') FL #22527 m u n MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT ,A.CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND �\ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE Aw ^ REQUIREMENTS OF THE 2017/2020 FLORIDA SLOG. CODE &ADOPTED STANDARDS. INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION `\\\ \,�..••• ;!TQ\///� 'Ip q THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION PROVIDED DCUHE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ` S�.• •. FOR A SITE SPECIFIC PROJECT.i.e. LIFE SAFELY OF THIS PRODUCT, ADEQUACY ON THIS DOCUMENT. _ c OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR e-ALTEHIS PRODUCT EVALWTION DOCUMENT WILL BE CONSIDERED INVALID If ALTERED BY ART NFANS. LSD.81223 WATER INFILTRATION RESISTANCE ETC. C-SITE SPECIPC PROJECTS SHALL BE PRLPAREO BY A FLORIDA REGISTERED , .D CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, ENGINEER OR ARCHITECT WHICH WIU.BECOME THE ENGINEER OF RECORD(E.D.RJ _ AND TO BE REVIEWED BY BUILDING OFFICIAL. FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD USE Of THE P.EO.ENGINEER OF RECORD,ACTING AS A DEIEGATEO � •.. : drawing no. ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS UTTER THE SATE W17-91 MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIFIC DRAWINGS FOR REVIEW. / SS \`\ 1 D-THIS P.E.D.SI NA BEAR THE DATE AND THAT SEAL AND SIGNATURE Of / IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. // \\ LABELING TO COMPLY WITH SECTION 1709.9.2. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. �//ICE) '1'"1\\ BHeG1 T OT�$ 47'MAX. (S-9000 JAMBS) 5-1/2"(S-8000 JAMBS) ANCHOR TYPES 4 47' MAX. (S-9000 JAMBS)45-1/2'(5-8 JAMBS) -A', 'C'OR'D' DOOR/TRANSOM FRAME WIDTH -- n SEE SHEET 10 FO 44'MAX. (NARROW R W JAMBS) DESCRIPTION 40' Z o pa DOOR FRAME WIDTH D.L.OPG. 0 42' (6)ANCHORS 4 1/2"MAX. AT TRANSOM p o oI 4 1/2'MAX. DOOR OPNG. WIDTH ENDS CORNERSZ m a HEAD SILL r }• �JI ly CORNERS 0 m n / O 102.F.o 0 t'21 04 II I V) c CINGLE DOORS WITH OR WITHOUT TRANSOMS O 1ICF - Aore C FO FOR TH -ORR SPO DIN• DOOR 517 �p LL m p - -- ._ o 7 N�� EE 1- FOR GLASS TYPE,LOCK ANO HINGE OPTIONS iv r LL $ ' LL VJ I- OBTAIN LOAD CAPACITIES FROM TABLE/Di. 2- SELECT THRESHOLD TYPE TO BE USED. o I "�F'--" `1 ^ \ - -lr - Or WATER RATED HIGH THRESHOLD ITEM/E2B(ES-9026) +120.0 PSF NON WATER RATED(STANDARD THRESHOLD+90.0 PSF) NON WATER RATED(SADDLE THRESHOLD+80.0 PSF) \II II 8 3- FOR JAMB ANCHORS TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE JJt. 4-TRANSOMS FOR SINGLE DOORS ARE LIMITED TO t90.O PSF• 11 \ it \ SSI.� O v SEE ELEVATION AT RIGHT FOR TRANSOM END ANCHORS. IHE LOWEST VALUES FROM STEPS 1,2.3 \ 11 \ W h AND 4 WILL GOVERN. : 1 N ACTIVE ( _� ACTIVE L 91 TABLE SDI DOORS LOAD CAPACITY - PSF 32 15/16' fm� SURFACE APPOED 32 15/16' 'mW SINGLE DOORS WITHOUT THAN (% OR WITH TRANSOM 0 ) "' z ( = FALSE MUNTINS O.L.OPG. m D.L OPG. St z CLASS LOCKS HINGES �_ O MAY BE USED !�o TYPE TYPE TYPE OPTION OPTION OPTION OPTION OPTION OPTION 41 13/16' n u 41 13/16' __ n . o DOOR DIMS. 'A' 'B./.C' 'A.2'/'C.1'/'D /1 2 2.1 /3 /1 /2 /3 LEAF WIDTH LEAF WIDTH _ ANCHOR TYPES'A1' INTO CONC. DOOR OPG.DOOR OPG. EXf. (+) EXi. (+) ENT. (+) EXT. (+) IN (+) EXT.(+) EXT. (+) EXT. (+) EXT.(+) A7 STD.AND HIGH THRESHOLD. y vnorH INT.(-) INT.(-) wT.(-) INT.(-) MT.(-) W. (-) INT.(-) TYPICAL ELEVATION TYPE'CI'AT SADDLE THRESHOLD TYPICAL ELEVATION 42' 1 96' 80.0 1 120.0 1 90.0 80.0 90.0 120.0 80.0 120.0 90.0 SEE SHEET 10 FOR DESCRIPTION / 42' 108' 80.0 120.0 90.0 80.0 90.0 120.0 80.0 t 20.0 90.0 (X) l O/ X SINGLE DOORS WITH SADDLE THRESHOLD LIMITED TO +60.0. -80.0 PSF o_o SEE SHEET 7 FOR GLASS TYPES DESCRIPTION SEE SHEET 16 FOR LOCKS AND HINGES DESCRIPTION u O c TABLE #J1 JAMB ANCHORS LOAD CAPACITY - PSF(NOT APPLICABLE AT TRANSOM ENDS SEE NOTE 4) `VAITt 11 I T JYJ�Y ^ q S114GLE DOORS WITHOUT TRANSOM (X)OR WITH TRANSOM (0/X) ........ 1/4" SHIM SPACE 3/8"SH1M SPACE 1/2" SHIM SPACE ��'�� '•''��� =' SPACING AT 16'O.C. SPACING AT 8" O.C. AT 16' O.C. AT 8"O.C. AT W O.C. AT 8" O.C. CIIDR ANCHOR ANCHOR ANCHOR ANCHOR ANCHORANCHOR ANCflO ANCHO ANCHORCOOK ANCHOR AXr-(+) ORNO.8122DOOR DIMS. 'A' 'C' 'D' 'A' 'C' 'D' 'A' 'C' 'A' 'C' 'A' 'C'DOOR OPG.DOOR OPG.EXT.(+)EXT.(+)EM.(+)EXT,(+)EXT.(+)EXT.(+)FJff.(+)EXT.(+)EXT.(+)EXT.(+)EXTEXT.(+) +) NOTE:W1NT.(- IMINT.(-) INT.(-) INT.(-) INT.(-) INT.(-) IM.(-) INT.(-) INT.(-) INT.(-) ) GLASS CAPACITIES ON THIS SHEET ARE dfOwing no. Sealed.2/15/2021JS' 108' 112.5 t20.0 t20.0 120.0 t20.0 120.0 82.5 82.5 120.0 120.0 64.2 92.7 0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) � .••' � W1742" 108' 95J t11.0 120.0 120.0 t20.0 t20.0 70.2 100.0 120.0 120.0 54.6 78.9 .0 AND FLORIDA BUILDING COMMISSION SEE SHEEP 10 FOR ANCHOR DESCRIPTION DECLARATORY STATEMENT OCA05-DEC-219 FL #22527 ......`71tLll� s11cet 0f 1B i 89'MAX. (5-9000 JAMBS) V 87-1/2-(5-8000 JAMBS) w 89•MAX. (5-9000 JAMBS) 87-1/2'(NARROW JAMBS) DOOR/TRANSOMFRAME WIDTH f O~ h h I�- 4 1/2•MAX. B6•DOOR(FRAME WIDROW TH (6) J—`._._ LIMIT AT TRANSOM MAY.)OAOD ANCHORS ENDS 4 CORNERS1/2'MAX.HEAO/SILLy FOR 0 DOOR OPNG. WIDTH ANCHORS TYPE'A'ONLY Ey HEAD/SILL CLUSTER OF 6 84.0 PSF WITH 3/8 MAX.SHIMS F O ANCHOR TYPES CORNERS ANCHORS AT HEAD 65.0 PSF WITH 1/2'MAX. SHIMS �'F 'A' 'C'OR '0' 3' -6"— SEE TABLE JH2 SEE SHEEP 10 FOR A _ ` FOR CAPACITY W DESCRIPTIONit o G d ra� / \ o lost m� C oN • W $ ---_-T - - a w 0 0. �==-('r m \- --fir----- � Q 4 M li \ :: 12 WM� INACTIVE ACTIVE INACTIVE - ACYNE SURFACE APPLIED 1f 3• 3 FALSE MUNTINS — m w SURFACE APPLIED — F•- y Im i MAX BE USED TYP. iv FALSE MUNTINS iYP iv s 32 15/16' 32 15/18' WY BE USED J2 15/18 S2 1J/18' u o D.L.0 O.L.OPG. 41 13 16' 41 1J/18' 41 13 6' 41 13/16' LEAF IDTH LEAF WIDH LEAF IDTH LEAF WIDTH ANCHORS AT SILL INTO CONC. ANCHORS AT SILL INTO CONC. TYPr—& ELEVATION CLUSTER OF 6 CLUSTER OF 6 ( TYPE'A1'AT STD.k HIGH THRESHOLD TYPICAL ELEVATIQN TYPETYPE'C1*AT SADDLE THRESHOLD Cxx) SEE SHEET T10 FOR E DESCRIPTION (O/XX) w o SEE SHEET 10 FOR DESCRIPTION - m o q;ngn SEE CHARTS ON SHEET 4 FOR DOUBLE DOOR AND TRANSOM LOAD CAPACITYNo.81223 Sealed:2/15/2021FL #22527 i 45 1/Y MAX. 87 1/2'MAX. L U ; DOOR FRAME WIDTH DOOR FRAME WIDTH..._........ it 1= �V m 40" 82" 4 t/2'MAX. D.L.OPG. 4 1/2'MAX. D.L.OPG.EAD/SILL HEAD/SILL O .HOORNERS F I CORNERSF 2 �I I 1 - _ d _______ 6 S 3. � � v ' I K I I I ' 1 I ' y� 11 � � r i V ' � i Z rS� I Z f� 1 0 Yl 3 is i ���� i � j N 0 i ���` V � p I^ J cy p I I i n I R 1 n i ;R n C I 1 V I I I I G I 10 2 I js m it it 11 i0 Ir -'TI- IT S2 I\ d O 11 •� It i I Vl f~/I Q b Iln W I II It I 1 O ._ G I T C 1 ll ❑ . I Q I p 1 II . I I I N I I \ U 11 a / I 1 2 3_m I I I u u 1 $ 3 �i I 1 -Il -11 • 1 a�� I I I I I\ / 1 N�6 II � ujM7� I II II a • I � 1 II i II B I \ 7 i 3�m i i II B II \ ww ' ' I WSW ? 4_______ �I I 1Y�IWJ1 ACTNE I ______ MACTNE -- - ACTIVE 13' i - 32 15/16" SURFACE APPLIED Tl'P. % SURFACE APPLIED D.L.OPG. FALSE MUNRNS 32 /16' 32 15/16' FALSE MUN MAY BE USED MAY BE USSEDED 41 13/16' L.OPG. LEAF WIDTH ANCHORS AT SILL INTO CONIC. 41 13/16' 41 13/16' c y CLUSTER OF 6 LEAF WIDTH LEAF WIDTH ° o TYPE'Al'AT STD.h HIGH THRESHOLD '> TYPICAL ELEVATION TYPE•C1'AT SADOLE THRESHOLD TYPICAL ELEVATION 0 SEE SHEET 10 FOR DESCRIPTION SINGLE (0/X) DOUBLE (0/XX) `1\TT 1 111I�A� F (ES-8000 TRANSOM) (ES-8000 TRANSOM) �P:'ucEMAF•'� _ •� I g No.01223 S n SINGLE (0/X) AND DOUBLE (0/XX) DOORS WITH 36' MAX. TRANSOM HEIGHTS APPROVED WITH ES-8000 WINDOW WALL SYSTEM ONLY LIMIT MAX. DESIGN LOADS TO *90.0 PSF Sealed:2/15/2021 sT - drawing no. GLASS AT TRANSOM TYPE 'B' ONLY �i SS'•. . ```� w17-s1 FL #22527 A'�/F�11� 1N 11`` sheet 18 Ol DOUBLE DOORS WITH OR WITHOUT TRANSOMS F 2 N I USE CHARTS AS FOLLOWS O �,o o FOR THE CORRESPONDING DOOR S17E E�-!gj a U 1- FOR GLASS TYPE,LOCK AND HINGE OPTIONS OBTAIN LOAD CAPACITIES FROM TABLE /02. t LL 2- SELECT THRESHOLD TYPE TO BE USED. WATER RATED HIGH THRESHOLD ITEM /E28(ES-9026) +90.0 PSF V p Ili a NON WATER RATED(STANDARD THRESHOLD +90.0 PSF) a NON WATER RATED(SADDLE THRESHOLD+80.0 PSF) O a p a( gj 3- FOR JAMB ANCHORS TYPE/SHIMSPACE OBTAIN Q e8 E It CAPACITIES FROM TABLE#J2. a m?O ly SEE ELEVATION ON 5HEET 3 FOR TRANSOM END ANCHORS. (MIN. 6 ANCHORS REDD. IN ALL CASES) 2o- 4- FOR HEAD ANCHORS,TYPE/SHIMSPACE OBTAIN j QQ LOAD CAPACITIES FROM TABLE/112. V THE LOWEST VALUES FROM STEPS 1,2,3 ---_� AND 4 WILL GOVERN, _ 2 N DOORS LOAD CAPACITY - PSF TABLE D2 DOUBLE DOOR WITHOUT TRANSOM (XX) OR WITH TRANSOM (0/XX) n GLASS LOCKS HINGES TYPE TYPE TYPE OPTION OPTION OPTION OPTION OPTION OPTION csi DOOR DIMS. 'A' 'B'/'C' 'A.2'/'C.1'/'D /1 #2 J2.1 /3 /1 2/3 DOOR OPG.DDOR OPG. EXT.(+) EXT.(+) EXT. (+) EXT.(+) EXT. (+) EXT. (+) EXT. (+) EXT (+) EXT. (+) L) WIDTH HEIGHT IM.(-) INT. (- INT. (-) INT.(-) INT. (-) INT. (-) INT.(-) INT. 84" 1 96" 80.0 90.0 90.0 80.0 90.0 00.0 80.0 80.0 90.0 84" 108' 80.0 90.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 to DOUBLE DOORS WITH SADDLE THRESHOLD LIMITED TO +60.0. -80.0 PSF S a n SEE SHEET 7 FOR GLASS TYPES DESCRIPTION o Z SEE SHEET 16 FOR LOCKS AND HINGES DESCRIPTION ;J Z� o LLIB� O-� JAMB ANCHORS LOAD CAPACITY - PSF(Not APPLICABLE AT TRANSOM ENDS SEE NOTE 3) p W M TABLE #J2 DOUBLE DOORS WITHOUT TRANSOM(XX) OR WITH TRANSOM (O/XX) N_I_ 1/4" SHIM SPACE 1 3/8" SHIM SPACE 1/2- SHIM SPACE SPACING AT 16"O.C. SPACING AT 8" O.C. AT 16" O.C. AT B" O.C. AT 18" O.C. AT 8"O.C. ANCHOR ANCHOR ANCHO ANCHOR ANCHOR ANCHO ANCILO ANCHO ANCBO ANCHO ANCHOR ANCHOR ANCHOR ANCHOR DOOR DIMS. 'A' 'C. 'D' 'A' 'C' 'D' 'A' 'C' 'A' 'C' 'A' 'C' 'A' 'C' DOOR OPG.DOOR OPG.EXT.(+)El(T.(+)EXT.(+)EXT.(+)EXT.(+)EXT.(+)EXf.(+)EM.(+)EXT.(+)EXf.(+)EXT.(+)EXT.(+)EM.(+)EXT.(+) WIDTH HEIGHT INT.(-) INT.(-) DDT.(-) INT.(-) INT.(-) INf.(-) INT.(-) O1T.(-) INT.(-) MT.(-) IM.(-) INT.(-) INT.(-) IHf.(-) c 70' tOB" 90.0 90.0 90.0 90.0 90.0 90.0 88.0 90.0 90.0 90.0 68A 90.0 90.0 90.0 84' 108" 90.0 88.7 90.090.0 90.0 7{.2 88.7 90.0 90.0 57.7 83.3 90.0 90.0 r� SEE SHEET 10 FOR ANCHOR DESCRIPTION N C TABLEH2 HEAD ANCHORS LOAD CAPACITY - PSF o O OUBLE DOOR WITHOUT TRANSOM (XX) OR WITH TRANSOM (O/XX 1/4" SHIM SPACE 3/8" SHIM SPACE 1/2- SHIM SPACE u cANCHOR b _ DOOR DIMS. TYPE'A'TYPE OCR TYPE ANCHOR D' TYPE'A' TYPE ANCHOR C'TYPE'A' TYPE ANCHOR C' 11� 'rA/�i t 1 DOOR OPC.DOOR OPG. EXT. (+) EXT. (+) EXT. (+J EXT. (+) E%7. (+) EXT. (+) E%7. WIDTH HEIGHT INT.(-) INT. (-) INT. (- INT.(- INT. (-) INT. (-) INT. 70' 90.0 90.0 90.0 85.8 90.0 66.7 90.0 - - 96' � N0.81223 84" 90.0 90.0 90.0 72.3 90.0 56.2 61.2 70" 90.0 90.0 90.0 76.5 90.0 59.5 85.9 NOTE: " 108" - - GLASS CAPACITIES ON THIS SHEET ARE 84' 90.0 90.0 90.0 64.4 90.0 50.1 72.3 ST ''41 drawing no. SEE SHEET 10 FOR ANCHOR DESCRIPTION BASED ON ASTM E1300-09 (3 SEC. GUSTS) Sealed:2/15/2021 9 AND FLORIDA BUILDING COMMISSION '��i SILL ANCHORS DESIGN LOAD CAPACITY ALL SIZES a t 90.0 PSF DECLARATORY STATEMENT DCA05-DEC-219 FL #22527 ��/j11j 11W1j sheet 4 O(�$ 40 1/4"MAX. (S-9000 JAMBS) 75 1/2'MAX. (S-9000 JAMBS) _ ti 38-3/4"(S-8000 JAMBS) 74"MAX. (S-8000 JAMBS) 37-1/4'MAX. (NARROW JAMBS) 72-1/2'MAX. (NARROW JAMBS) �• DOOR FRAME WIDTH i DOOR FRAJE WIDTH 35 1/4' 70 1/2' Z DOOR OPNG. WIDTH DOOR OPNG. WIDTH 2 ti P / / CLUSTER OF 6ANCHORS w ^ 4 1 2'MAX. 4 1 2'MAX. r F 2 m I IUL SEE SHEEP 10 FOR CORNERS A 71'P 8_ / OR TC AT X Q IN N a CORNERS A 18 MAX. ANCHOR TYPES O IN`o HEAD A', C'OR D'_ µI ._._ DESCRIPTIONd'O C LL 0a�� II II ! 0 ar� 0 � cc�x � � / i�/• n � / u \ SINGLE OR DOUBLE ODORS WITHOUT TRANSOMS $i x = fi 1D 11'� '°S�a I•+$ ; / =-ii \\ n = --� USE CHARTS AS FOLLOWS �'�7 ____.ati____- �qq� q$ W S2 io II 1( a� FOR THE CORRESPONDING DOOR SI7E \x o , __--7C---- �v�" i x . _ m a IIJI •p O ap O n o _1�1 J n 1- FOR GLASS TYPE,LOCK AND HINGE OPTIONS WW ` -- aE �S A II y W� �vLL 2 -I _-7C__-� 31 _ Ir 6Q OBTAIN LOAD CAPACITIES FROM TABLE/D3. 3 Y 52 11 y a $o ==--'1r--=- 2-THESE DOORS APPROVED WITH STD.THRESHOLD ONLY. 3- FOR JAMB ANCHORS TYPE/SHIMSPACE OBTAIN W..A.T1.VE _ LOAD CAPACITIES FROM TABLE/J3.4- FOR HEAD ANCHORS,TYPE/SHIMSPACE OBTAINLOAD CAPACITIES FROM TABLE IN3.THE LOWEST VALUES FROM STEPS 1,3 AND 4 � N NWILL GOVERN. II Bcp TABLE #D3 DOORS LOAD CAPACITY - PSFZ3SINGLE(X) OR DOUBLE(XX) DOORS WITHOUT TRANSOM ACTIVE52SINGLE DOOR(X) DOUBLE DOOR(XX) GLASS [ACES HINGES IoDIMS. DIMS. TYPE 'A.l' OPTION/9 OPTION /2.1 26 316' •• ACTIVE W'n S J OPG.DOOR OPG.DOOR OPG.DOOR OPG. EXT.(+) SURFACE APPLIED D.L.OPG. to �� n 2 0 FALSE MUNTINS l - - ---1 WIDTH HEIGHT WIDTH HEIGHT TNT.(-) iNa T� TYR ' y MAY BE USED 35 I/tv l�}- 35-1/4' 70-1/2' 96-1/2' 105.3 _ __..../_._..._ p SURFACE APPLIED �w SEE SHEET 7 FOR GLASS TYPES DESCRIPTION LEaF'WIDTH y TVIS FALSE MUNSED MAY BE USED 26 3/16' 26 3/16' �o SEE SHEET 16 FOR LOCKS AND HINGES DESCRIPTION D.L.0 D.L.OPG. o TYPICAL(ELEVATION y JAMB ANCHORS LOAD CAPACITY - PSF `x� LEAF1/DTN LEAF1 IDTH TABLE �1J3 SINGLE(X) DOUBLE(XX) DOORS WITHOUT TRANSOM S. 1/4'SHIM SPACE 3/8" SHIM SPACE 1/2' SHIM SPACE ANCHORS AT SILL INTO CONIC. TYPICAL ELEVATION - CLUSTER OF 6 u SPACING AT 16" O.0 AT 16" AT 8" O.C. AT 10" AT 8" O.C. TYPE'Al'AT STD.THRESHOLD-� (XX) y SINGLE DOOR(X) DOUBLE DOOR(XX) ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHO ANCHOR SEE SHEET 10 FOR DESCRIPTION DIMS. DIMS. 'A', 'C' k 'D' 'A' 'C' 'A' JN 'C' 'A' 'C' 'A' k 'C' DOOR OPG DOOR OPG.DOOR OFG.DOOR OPG. E7fT.(+) EXT.(+)EXT.(+) EXT.(+) EXT.(+)EXT.(+) EXT.(+) iri WIDTH HEIGHT WIDTH HEIGHT TNT.(-) INT.(-) INT.(-) INT.(-) TNT.(-) INT.(-) INT.(-) E PO 35-1/4' 96-1/2' 7p-1/2' 96-1/2' 105.3 82.0 105.3 105.3 83.8 92.1 105.3 SEE SHEET 10 FOR ANCHOR DESCRIPTION c I _ TABLE �1H3 HEAD ANCHORS LOAD CAPACITY - PSF DOUBLE DOOR WITHOUT TRANSOM(XX) @• �i o g ' MWF•''•, i i 1/4' SHIM SPACE /8' SHIM SPACE 1/2"SHIM SPAC ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR No.M223 DOOR DIMS. 'A','C.A b' TYPE'A' TYPE'C' tYPE'A' TYPE'C' - Y d T• DOOR OPG.DOOR OPO. EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) NOTE: =�•' WIDTH -EIGHT INT. (-) TNT.(-) INT. (-) TNT. (-) I.. (-) GLASS CAPACITIES ON THIS SHEET ARE 1� drawing no. 70-1/2' 96-1/2' 105.3 98.9 105.3 76.9 105.3 Sealed:2/15/2021 %'O BASED ON ASTM E1300-09 (3 SEC. GUSTS) , • :' W17-91 SEE SHEET 10 FOR ANCHOR DESCRIPTION AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FL #22527 /I 11�� sheet S Of 18 SILL ANCHORS DESIGN LOAD CAPACITY ALL SIZES � 3 105.3 PSF 1F II/I 111 �� 40'MAX. (S-9000 JAMBS) 4 V 38-1/2-(S-8000 JAMBS) w 37"MAX. (NARROW JAMBS) Fla DOOR FRAME WIDTH Z 35' C 4 1/2"MAX. DOOR OPNG. WIDTH N n I A ANCHOR TYPES "CORNERS L W n u A', C OR 0 SEE SHEET 10 FOR A t6'MAX. x I DESCRIPTION r•-HEAD"'"� a, ` Nn � ! agog s 00 r22 W�4 b III (Fj F DOORS WITTO IT T ANSOMc =O Ic .HARTS FOR THE CORRESPONDING DOOR SIZE _`e c� •r '^ c� < I 1- FOR GLASS TYPE, LOCK AND HINGE OPTIONS ON�cJ aF 087AIN LOAD CAPACITIES FROM TABLES/D4. a� a 0 n m p II W o 2-THESE DOORS APPROVED WITH STD.THRESHOLD ONLY. , 3- FOR JAMB ANCHORS TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE/J4, m U THE LOWEST VALUES FROM STEPS 1 AND 3 m \11i 1 w WILL GOVERN. H TABLE �1D4 DOORS LOAD CAPACITY - PSF SINGLE(X)DOORS WITHOUT TRANSOM u-, SINGLE DOOR(X) GLASS LOCKS HINGES ACTNE I O_R DIMS. TYPE 'B.1' OPTION/3 OPTION /2 N DOOR OPG.DOOR OPG. SURFACE APPLIED WIDTH HEIGHT E%7.(+) INT.(-) E%T.(+) INT.(-) EXi.(+) INT.(-) FALSE MUNTINS 2g 1g/16' m� U MAY BE USED . _ 35" 93-1/2" 120.0 130.0 120.0 130.0 520.0 130.0 D.l OPG. \ c SEE SHEET 7 FOR GLASS TYPES DESCRIPTION U 34 13/16' n SEE SHEET 16 FOR LOCKS AND HINGES DESCRIPTVON LEAF WIDTH TYPICAL ELEVATION `o JAMB ANCHORS LOAD CAPACITY - PSF /)(l _ TABLE #J4 SINGIE(X) DOORS WITHOUT TRANSOM \ / 1/4" SHIM SPACE 3/6" SHIM SPACE 1/2" SHIM SPACE o AT 18" O.C. ISPACING AT 8' O.C. AT 18" AT 8"O.C. AT 16' AT 8 O.C. SINGLE OOOR(X) ANCHOR ANCHOR ANCHOR ANCHOR INCHOR ANCHOR ANCHOR ANLTI ANCHORAN". DIMS. 'A' 'C' 'D' 'A', 'C' S 'D' 'A' 'C' 'A' k 'C' 'A' 'C' 'A' •C' u DOOR OPG.DOOR OPG.EXT.(+)EXT.(+)EXT.(+) EXT.(+) M.(+)EXT.(+) EXT.(+) EXT.(+)EXT.(+)EXT.(+)EXT.(+) n a WIDTH HEIGHT INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INf.(-) INT.(-) 'u o 35' 93-1/2' 112.5 1 130.0 1130.0 130.0 82.5 117.5 130.0 64.2 92.7 125.3 130.0 c SEE SHEET 10 FOR ANCHOR DESCRIPTION 140.81223 NOTE: 8 GLASS CAPACITIES ON THIS SHEET ARE Sealed:2/15/2021 �, sr .- 'j drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) �� AND FLORIDA BUILDING COMMISSION tP W17-91 DECLARATORY STATEMENT DCA05-DEC-219 FL #22527 '//// 1,�1 '�T1L11� sheet 6 of I -I 4"TEMP. GLASS -1 4"TEMP. GLASS V -1/4`MEAT STREN'D CLASS -1/4"HEAT STREN'D GLASS / / 3/8'AIR SPACE 3/8'AIR SPACE � m 090'Inledayer .090'Intanayar 3/16" HEAT STREWD GLASS 3/16"HEAT STREWO GLASS e m 3 r Trosifol PVB SentryGlos 7" °>m � 'By'Kuroray Americo,Inc.' By'Kuraroy America, Inc.' .090'Interoyer O90'Intenoyer O Trosifol PVB -SentryGlos F ^ By 'Kuraroy Americo, Inc.' By'Kuraray Americo, Inc.' ''f 2 a 1 f4'HEAT STREN'0 GLASS 1/4" HEAT STREN'D GLASS -3/16"HEAT STREN'D CLASS 3/16'NEAT STREMD GLASS SILICONE F SILICONE F SIUCONE F SILICONE CCC C DOWSIL 983 = in DOWSIL 983 = m DOWSIL 983 DOWSIL 983 ro DOWSIL 795 /DOWSIL 795 = DOWSIL 795 O n u i 5 i V Ww E9.1 \ n E9.1 I \ a¢g EM g. \ r 090o w, �.... aAp` SPACER SPACER O: _ F \ \ rc \ (SEE SPEC `1 (SEE SPEC <is a 1 a w \ W ¢ \ Me \ / BELOW) \ / BELOW) IL 2 5 GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' 9/16-OVERALL LAM. GLASS 9/16'OVERALL LAM.GLASS 1-1/8'OVERALL INSUL LAM.GLASS 1-1/8-OVERALL INSUL.LAM.GLASS n rir I$ o 1/4'TEMP.GLASS 1/4"HEAT STREN'D GLASS 1/4'HEAT STREN'D CLASS 1/4"HEAT STRLTI'D GLASS J/8'AR SPACE .090'Interlayer 090'Interoyer 090"Intenoyer EE��3/16"HEAT STREN'D GLASS JUJ Trosifol PVB Satlax Clear And Color Claea �SentryGlas C J w By'Kuraroy America,Inc.' `ey'Eostmon Chemical Co.' BY 'Kuraroy America, Inc.' ` 090'Intenoyer IY Saflex Clear And Color Glass 5 V1(i By 'Eastman Chemical Co.' 3 -1/4"HEAT STREN'D GLASS pp 1/4-HEAT STREN'D GLASS 1/4`HEAT STREN'D GLASS 3/16-HEAT STREN'D GLASS SILICONE Z 3 1O 150 SILICONE m SILICONE m SILICONE m DOWSIL 983 u+ DOWSIL 983 H �DOWSIL 983 (OOWSIL 983 £� N �DOWSIL 795 j p n/ �� j � / 7— li I ii I � Ir I 1 I I ( = SPACER o \ o \ o \ o_ \ / (SEE SPEC BELOW) w \ / MB z \ M8 & \ MB \ 3/8" AIR SPACE CONSISTING OF: o GLASS TYPE 'Aj: GLASS TYPE 'A.2' -LASS TYPE 'B.1' GLASS TYPE 'C.1' SPACER: 9/16`OVERALL LAM.GLASS 9/16-OVERALL LAM.GLASS 9/16"OVERALL LAM.GLASS 1-1/8"OVERALL INSUL.LAM. GLASS 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' d AROUND THE PERIMETER OF THE GLASS. GLAZING OPTIONS ANT: SILICONE y DOWSIL 791 0 0 GE 2000 m 'u o �G No.81223 Sealed:2/15/2021 , drawing no. ass•: �.�` W 17-91 FL #22527 yyyyinnl`1ia1t�� sheet 7 otib TYPICAL ANCHORS t� SEE ELEVATIONS 16Y OR 28Y WOOD SUCK TYPICAL ANCHORS DOORS SHOWN WITH SERIES-9500 FRAMES CAN FOR SPACING SEE NOTE SHEET 1 SEE ELEVATIONS ALSO BE USED WITH SERIES-8000 FRAMES. FOR SPACING E d CONCRETE JOOE PSI MIN. .EDGC d h a CONCRETE' JOEO PSSTT MIN, El � 19 m 1 !{ 97 0 15 u 1 ez I.Vi -�_... N7 r I a I 00 M1 _ I 1 L ___ M7 PIVOT HINGES J OPTIONAL To BUTT HINGES M1 9 O 1 O N{ 3 r] M{ g1g�� i t I I i I I 115 I I W i N a n 1 O 0 11 1 O I � M g rl id x z 3� 10 II I 2a E9H j M6 O 2 E5 ESA o_ Sealed:2115/2021 i u{ E$ESA PIVOT HINGES u OPTIONAL TO M1 HIGH STRENGTH GROUT 1 BUTT HINGES POURED @ HARDENED Ma MT fc 5000 MIN, O NOT BY E.S.WINDOWS Lo-MT © O E20 © 0 MUST TRANSFER SHEAR M1 o of B ETC LOADS TO STRUC VAN - r- -- FL #22527 0 I M31 MT ETA i E28 \ `\\11111111�A/j' M31 E2 ES-Y01S1 � � '�, `�S��`�'. Gig o •� ES-sots TS L _ _ •.' No.81223 b s • CoycRETE .CORCRETE v v i v 3000 RESE MIA. ,FOR SADDLE THRESHOLD •3070 PSI MIN. v T'P1CAL ANCHORS JOEO PSI MIN. TYPICAL ANCHORS USE ANCHOR TYPES SEE ELEVATIONS EDGE DIST. - SEE ELEVATIONS EDGE DIST. ' 'Cl' ONLY EDGE DIST. - FOR SPACING drawing no. FOR SPACING SEE ELEVATIONS R� ���� STANDARD THRESHOLD c DD1_Fp THRESHOLD FOR SPACING HIGH THEMOLn Op7toN ��`S+'' �: W17-91 NOT APPROVED FOR WATER INFILTRATION RESISTANCE NOT APPROVED FOR WATER INFILTRATION RESISTANCE APPROVED FOR WATER INFILTRATION RESISTANCE (SEE SHEETS 6) LIMIT MAX.LOADS To:LBO PSF DOORS SHOWN WITH SERIES-9500 FRAMES CAN V ALSO BE USED WITH SERIES-8000 FRAMES. n TYPICAL ANCHORS Z m ; 2-3/4•LONG 0 e P FOR THIS CONDITION ONLY TYPICAL ANCHORS SEE ELEVATIONS CONCRETE SEE ELEVATIONS FOR SPACING WOOD 3000 PSI MIN. .' FOR SPACING O STRUCTURE , EDGE I Y1 s'EDCE DIST. •�IWu El An oIAaIf Ic q 10IL0o i o pm s 0 m= O yyyQayyyQ111�Jm i N ON ALTERNATE \N N W W 7(L O v / - ^p m O 2 W E22 J t9$ J ....... Ele E21 Q W 0 2 w x T6 ^ M7 W/RIPPED LEG J � Y4I R ' 41" E4 � J 2 a 11 uel 0 3`~"an p /V DOOR HEAD O a O SERIES-8000 FRAME OPTION 0 3 W $ Z -o H $ 3z . W DOOR CLOSERS OPTIONAL v 1 Mg IA!0 Y3 I 1 1 1 Y i w x 0 24 mM� Eo-- E3 E3A v M4 O Y1 o u _ o u7 0 `W 11 11111 No.BU23 $ < \3[:- —:i: TYPICAL ANCHORSSEE ELEVATIONS drorrin no. GE DIST. FOR SPACING Sealed:2N 5/2021 9 \�� STANDARD THRR HO o. �� s'S+ "' ��` W17-91 NOT APPROVED FOR WATER INFILTRATION RESISTANCE }1, #22527 ,,"et, l a1111�```` 9hxt B G(18 METAL Lm STRUCTURE _�Df''E DIST. F.B.C.APPROVED - J I MULLION 6:MULUON ANCHORS n c ; _ SEE SEPARATE APPROVAL Z we j 1X OR 2X W000 BUCKS AND METAL STRUCTURES NOT BY 'E.S. WDW.' I ; MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND ._A 4 S x e al TRANSFER THEM TO THE BUILDING STRUCTURE. IL0 0 I1 TYPICAL ANCHORS: SEE ELEV. FOR SPACING Or m- mx 4 _ TYPE 'A'- ]f4" DIA. ULIRACON+ BY 'DEWALT' (Fu-164 KSI,Fy-148 KSI) 3 a C ro S THRU 1BY OR 2BY WOOD BUCKS INTO CONCRETE OR BLOCKS rc rc C d C G m 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) $ w $ w 4 I_1/4"MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) 1 1'It 2 ^� oa DIRECTLY INTO CONCRETE OR BLOCKS TYPICAL ANCHORS SE/,YPEI EELLEVA ONS ANCHORS (411.Z rn 2" MIN. EMBED INTO CONCRETE (HERO/JAMBS) SEE ELEVATIONS FOR SPACING 1 pp 2' MIN, EMBED INTO GROUT FILLED BLOCKS (JAMBS) FOR SPACING W F � ANCHOR EDGE DISTANCES INTO CONCRETE AND BLOCKS - 2-1/2' MIN. — INTO WOOD STRUCTURE^1' MIN. v N I TYPE'C'- S/18"ULTRy'ON BY 'DEWALY(Fu-177 KSI, Fy-155 KSI) m to THRU 1BY OR 2BY WOOD BUCKS INTO CONCRETE OR BLOCKS a 1-1/4'MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4"MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) 0 DIRECTLY INTO CONCRETE OR BLOCKS v 2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 2" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) So N D~ n sANCHOR EDGE DISTANCESpan " INTO CONCRETE AND BLOCKS = 3-1/8" MIN. Z M m INTO WOOD STRUCTURE_1-1/4" MIN. — 3 Z n TYPE '1)'- 1/4"T'EKS OR SELF DRILNG SCREWS (GRADE 5 CRS) 4!M rn 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.) W (STEEL IN CONTACT 1111H ALUMINUM TO BE PLATED OR PAINTED) x �A1r•HOR ELMS OLSTAN � �_ INTO METAL STRUCTURE - 1/2"MIN. TYPE'A1'-j(4"X 1-314"ULTRACON+BY'OE1MAlT' (Fu-164 KSI,Fy-148 KSI) DIRECTLY INTO CONCRETE (FOR STD. AND HIGH THRESHOLD) • y WITH 1-1/2- MIN. EMBED INTO CONCRETE o v a ANCHOR EDGE DISTANCES .V o INTO CONCRETE = 2-1/2" MIN. If --`�—L 1 TYPE'C1'-5/t6'X Y'ULTRACON BY'DEWALT'(Fu-177 KSI,Fy-155 KSI) DIRECTLY INTO CONCRETE (FOR SADDLE THRESHOLD) ^y WITH 1-1/2' MIN. EMBED INTO CONCRETE ' ` No.81223 < ANCHOR EDGE DISTANCE = INTO CONCRETE = 3-1/8" MIN. 4 — — — — — — — — - Sealed:2/15/2021 drawing no. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. %;�` •• . •'r`�� W17-91 CONCRETE AT HEAD, SILL OR JAMBS T'e - 3000 PSI MIN, ids '•' `�� C-90 GROUT FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. FL #22527 77/i1j1�11LLj/ sheet 1Oof 18 © 1/2•MAX, 1/2 MAX._ LOAD BEARING SHIMS y SEE TABLE$ E15 EJ 2 N7 N2 1 11 24 M6 M6 2a n I 14 /E12 M7 2 E13 LOAD BEARING SHIMS 1/4'MAX SHEETS 2 THRU 6 \,_, SEE TABLES LOAD BEARING SHIMS SHEETS 2 THRU 6 SEE TABLES ~ Z SHEETS 2 THRU 6 O q N Z METAL ;n � Ci_ a ANCHORS J STRUCTURE Rj�`"R o ACTIVE SEE LEV. 2'p ® F SPACING J, �O __ OGNm I O � Oi O AAA 77TYPiCALANCHORS CTURE CI EXT.DOOR FRAME WIDTH WEXTERIOR LOCK OPTIONS SEE SHEET 16 FOR DESCRIPTIOND.L.O. AND SHEETS 2 THRU 6 FORCAPACITY TYPICAL ANCHORSSEE ELEV.FOR SPACING_ ALTERNATEi/2 MAX. TYPICAL ANCHORSE13 M9 EIJ 6N E9V u8 NS E9v EBK 1 1 �1 14 LOAD BEARING SHIMS SEE ELEV. LV. �" FOR SPACING SEE TABLES FOR SPACING .__—__.........._..__.._._........LEAF WIDTH.._...._......__.__._. SHEETS 2 THRU,6 tz _ DOOR FRAME WIDTH ......—.___..._._.. HINGE OPTION$ a n SEE SHEET 16 FOR DESCRIPTION S� AND SHEETS 2 THRU 6 FOR CAPACITY O � •t r] C C z3� ° b ��EIS E3 M7 II M6 �A2� u6 1 N o v 1/2'MAX. v1 MB 1 IE12 E23 IE12 E14 to 1 NB IA LOAD BEARING SHIMS - SE-TABLES a -� Ld W) SHEETS 2 U L O 18Y OR 28Y INACTIVE WOOD BUCK - ACTIVE ® ® fig EXT. c • DOOR JAMB 9 SERIES-8000 FRAME OPTION c N_ • O y ) ..................... DOORS SHOWN WITH SERIES-9500 FRAMES CAN 2 c ALSO BE USED WITH SERIES-8000 FRAMES. V c D.L.O. D.L.O. \0%11111111 R` F- Ai EXTERIOR _v ♦♦♦♦�' �� o ,� No.BT223 b, S �� TYPICAL ANCHORS _ SEE ELEV. u9 E1J EB E9V NS M5 E9V 1 TO (E7 13 '1 E9V M5 FOR SPACING drawing no. WID TH DTH _ LEAF MATH Sealed:2/15/2021 W17-91 FRAME WIDTH ♦ FL #22527 �<!(iilidnl ul`�' sheet 11oT18 TYPICAL ANCHORS TYPICAL ANCHORS I H I 4 U CONCRETE EDGE DIST. SEE ELEVATIONS CONCRETE SEE ELEVATIONS �i 1� FOR SPACING 3000 PSI MIN. EDGE DST. FOR SPACING 3000 PSI IN.t---- _ — `S E3 MT1 T2 MT3 2� MT ._ • --ItOI•�I �I °IIIIII�II II'IIIIII in_o RETO'IIIII'I IIIIIIII FFOO1/2IsoW'" MAX, CONCRtf£ CONC 3000 PSI MIN SE LOAD BEARINGS¢o Hn.n•.MO S•a- .3000 PI MI ' SEE TABLES AM IL SHEETS 2 THRU B•• . _ ��8Q�Jt�=r�75&OinXe2 �HN�N3Zn`MnM�hgO�4fLQj a�ng'rg-nG� •i $^nv 8 TYPICAL ANCHORS N SEE ELEV. R SPACING ALTERNATE rO MS 2m !r- O EXTERIOR�y 0 w L.oPc. DOOR/TRANSOM FRAM DTH I Ms TRANSOM SERIES-9500 FRAMES E In. 1/2"MAX. Jw LOAD BEARING SHIMS ALTERNATE 7 SEE TABLES SHEETS 2 THRU 6 QZQ 0 TYPICAL ANCHORS 2 = SEE ELEV. z ALTERNATE R SPACING ......... M7 Y CL— FL " EXTERIOR L OPG =O` W 1zarD' ' 2a DOOR/TRANSOM FRAME WIDTH .. II = li c M Ms ` MS TRANSOM JAMB q Ms Ms SERIES-8000 FRAMES OPTION 0 FA d TRANSOM TRANSOM + p�!•'' "O,. ;, Q o SERIES-8000 FRAMES OPTION SERIES-9500 FRAMES No.81223 g� a I s Sealed:2/15/2021 r(i'� droW n`no. DOORS SHOWN WITH SERIES-9500 FRAMES CAN ��� s•• W 1 7—9 ALSO BE USED WITH SERIES-8000 FRAMES. FL #22527 /�'�i 1L 1 YG;�`` sheet l2 of l8 E.S. WINDOWS 8000 OR 9500 WINDOW WALL SYSTEM SEE SEPARATE APPROVAL !\ ?I FOR DOOR MULUON, --- ,. MULUON ANCHORS AND TRIBUTARY LOAD Z g 3 41 13/16' REQUIREMENTS 41 13/16' 0 h e g LEAF WIDTH (TO BE REVIEWED BY AHJ) LEAF WIDTHO F€ 2�j,< K �b cSm'0 - 0 W�`�'U _r�-_-----T-- !V . J iI O' 0't 8 6 L < .I d mzW EC - - - - _ _ r Z ly t � q TRANSOM - nqY TRANSOM L 48'MAX. -----, --==n EXT. 48'MAX. I n D.L.OPG. D.L. OPG. E.S. WINDOWS OR WINDOW WALLALL F.B.C. APPROVED SYSTEM F.B.C. APPROVED � e SEE SEPARATE APPROVAL SERIES 8000 WINDOW WALL SYSTEM BY 'E.S. WINDOWS' SERIES 9500 WINDOW WALL SYSTEM BY 'E.S. WINDOWS' FOR DOOR MULLION, = UNDER SEPARATE APPROVAL. UNDER SEPARATE APPROVAL. MULLION ANCHORS AND JREQUIREMENTS IBUTARv LOAD LOWER VALUES FROM DOOR CAPACITY CHARTS OR LOWER VALUES FROM DOOR CAPACITY CHARTS OR U n WINDOW WALL APPROVAL WILL APPLY TO ENTIRE SYSTEM. WINDOW WALL APPROVAL WILL APPLY TO ENTIRE SYSTEM. w 3 BE REVIEWED BY AHJ) _ _ _ oj _ '' / I' 1 II II / \ II /• Irk I -I n I II vl (/i c- II / II II II Ij 1 1 II 1 I 1 I 111 11_/� N- mOil I I I rJ I C=====y33I 11 rfl r--- I o 48' 41 E 13/16 I =_- 48'MAX' LEAF WIDTH LEAF WIDTH -il 1 REINFORCING WILL VARY LEAF WIDTH LEAF WIDTH SEE CURRENT APPROVAL OF REINFORCING WILL VARY E.S. SERIES 8000 SEE CURRENT APPROVAL OF ^'I WINDOW WALL SYSTEM E.S. SERIES 9500- o o FOR DETAILS WINDOW WALL SYSTEM FOR DETAILS c F. yP:•�ceNSF••.. _ b No.81223 Sealed:2/15/2021 :�� , drawing no. � ApS;' °.�� W17-91 FL #22527 �''�///IVY nl�`��`` $hoot 13Of to