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Home My WebLink AboutProduct Approval i y SCIS Home Log In I User Registration i Hot Topic Submit Surcharge ! Stats&Facts i Publiotions I FBC Staff I SCIS Site Map LJnla Search Product Approval USER:Public User &.: Product Approval Menu>Product or Application Search>Application List>Application Detail I RIS FL# FL4334-R9 I Application Type r Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. I Comments Archived I- Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 7Exterior Category ExteSubcategory Swinssemblies' Compliance Method Certng Certification Agency National Accreditation&Management Institute Validated By National Accreditation&�Management Institute I Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1 1994 TAS 203 1994 I Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/01/2015 Date Validated 06/03/2015 Date Pending FBC Approval and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 6'-8" FL4334 R9 AE 1502B,odf max nominal size.Hurricane protective system is NOT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FLO120-05 for additional information. i 4334.6 Fiberglass Side-hinged Door Units- 6'-8"Opaque I/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC 1\1I005930.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contact Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4334 R9 II IFL0120.pdf Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 6'-8" FL4334 R9 AE 502B.Ddf max nominal size.Hurricane protective system is NOT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FLO120-05 for .adkti—on—aTyormation. i 4334.7 Fiberglass Side-hinged Door Units- 8'-0"Glazed I/S and O/S,Door w/or w/o Sidelites Impact Rated I Limits of Use Certification Agency Certificate Approved for use in HVUZLyes FL4334 R9 CI CAC NIOOS930.04.PDF Approved for u u de HV :Yes Quality Assurance Contract Expiration Date Impact Resi nt:Yes 02/28/2021 Design Pres re:+50.0/-50.0 Installation Instructions Other:Evaluate or adhering to the Florida FL4334 R9 Ili FL0123.odf Building Code Including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent,Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 8'-0" FL4334 R9 At 501B.odf max nominal size.Hurricane protective system is NOT Created by IndependentiThird Party:Yes required.See anchor detail DWG-MA-FLO123-05 for additional information. i 4334.8 Fiberglass Side-hinged Door Units- 6'-8"Glazed I/S and O/S Door w/or w/o Sidelites Impact Rated Limits of Use Cert cation Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 G CAC NI005930.03.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+60.0/-60.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0122.6df Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports ,I does not exceed the design pressures listed. 12'-0"x 6'-8" FL4334 R9 AE 502B.o4 max nominal size.Hurricane protective system is NOT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FLO122-05 for additional information. .i Back Next i i Contact Us::2601 Blair Stone Road.Tallahassee FL 32399'h...: hone: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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do 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Product Approval Accepts: ` by I i ,i ' � � Vie• g o HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT (' 8'-0"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES 149.9%0"ALL FAA WIDTH �=1 20.5" MAX 36.375-MAX D.L.O. PANEL WIDTH FRAME WIDThI V)O W/ASTRAGAL Ur - - Q U GENERAL NOTES = --_ -1. EVALUATED-FOR.USE-IN--LOCATIONS-ADHERING TO U THE FLORIDA BUILDING CODE AND WHERE PRESSURE -- — -- - - -'- ---- -- --- -- - REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM - RESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ALij DOES NOT EXCEED THE DESIGN PRESSURES LISTED, o S� -2. RIANTRTETIDEVICE-(SHUTTERS,UIOr AHURCANEPOCTIVVE 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 h J AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E64. a� D 4. PLASTICS TESTING OF FIBERGLASS FACING: 3 n TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM 01929 752'F> 650-F RATE OF BURNING ASTM D635 0.58 IN MIN C-1 SMOKE DENSITY I ASTM D2LT43 53.4% � TENSILE STRENGTH' I ASTM D638 1 3.2% DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING L-11 L 4500 HOURS XENON ARC METHOD 1 a . IIdOBdlmtaNNM � DOUBLE DOOR UNIT IMIS DELLiES Caltaa�Amlb.:. �, Do03 Ui � �s J • • • Li 11 H I I LJ11H Lj Lj Lj Lj Lij Lill • N'- C Y SINGLE DOOR UNIT DOUBLE DOOR NR SINGLE DOOR ON LT SINGE WOR LIN SINGL£ ODOR UNIT WIOELLTF_S jDfQWUJ8f OOR UNIT W/IQ ITES WITH SIDELITE WITH S10EL[ L'.C U m x 2 1 t 05 TABLE OF CONTENTS�r DESIGN PRESSURE RATING WATER PENETRATION TEST ESSURE scuE N.T.S. SHEET+ DESCRIPTION N I I N I I I IN I ' C V NS ONSGENERAL 0 +50.0 - + - +1 -1 1+40.-0 -40.0 + - Im.w SINS '��,Q,-�,--� 4 +50. - .0 + -50.0 +19 -9. +40. -40. +W. 2 ANC OR G OC T 0 S rk LS or + . - .0 + - +19. - t - + am en 9. -19.0 +4D. - + KURT BALTNAZOR oGm WL. XXO 4 + - .0 1+50.G - + - + -4 + . - ARIDA P.E. DWG-MA-FLOL23-05 • ig om res o d etgn 56533 lqw-I Ova s DU B' SE_E DETAIL g' O to ._L3" 1- L 90 _ 7. l 16" s" B' 8" -I 3(9 3• c);6 `°_ n CL_ •N n — UWU RQ�' N N n to U } SEE DETAIL -- - - - B g g SEE DETAL > SEE D L 'C' , i A N 'C A A - - - N B. 3" • �C r r' ,o 8' 6' 6' a I 11 rWT 3. t 3' 3. 3" 3 8" SFE DETAIL #8 X 2-1/2" Ow jj;3*6 p ig ASTRAGAL RETAINER BOLT HOLE e o 9 x 2" COMM, MUST BE DRILLED THROUGH w o , #8 x 2-1/2" THE THRESHOLD & INTO THE um DETAIL 'E" MIRAGAI STRUCTURE DEEP ENOUGH #10 x 5/8" ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" THROW n #8 x 2-1/2" ' . #10 x 1" STRIKE PLATE TO ASS OWN. FRAME pFTAIt "F" ASTRAGAL a, N #10 x 2" ❑ #i 0 x 1" 0.124'�NNEAM DECORAMPE INSERT i0 x 5 B oa2o•s�FlEx nro r(oanaoa) 1"X7/Y CORRUGATED Iy1oX2" WOOD SCREW 12) 10X2-1/2' # / DET "C" a124•ARNFNED-" �•—•0124'WMP. 3" ROM EtCH END 8' FROM E/jCH END D SCREWS AI AND 7 OC AND 12 OC EACH END DETAIL "D" TYP. 0.962'j_ AUAONu�o SPBLITYL .r /s x 1-1/2-pHs AR • n� 2 11105 a ` C::3 J- :Y "4 AN � Ems, N.T.S. DOW 8321.375" T 1.75'0;"a 1.047` OE :t o OOR"eOU& CL • °� By: SWS DROM NO,;-` OUTSWING THRESHOLD �- "' 1rIImm8 e`'ft COMBINATION COMBINATION COMPOSITE '` TYPICAL GLAZING DETAIL pw0-M,1-FLD123_05 INSWING THRESHOLD HIGH DAM 0/S THRESHOLD IMPACT RATED GLASS MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) SEE DETAIL "E" SHT. 2 g• 3" 3- 3. 3. �3. `! O Q x N1- 4 r 8 t=u ul)U • (a� L -- — -- — — SEE DETAL — _ _--- 'Q' SHT. 2 — N W If SEE DETAIL A N "C" SHT. 2 �'6* 3" o g• a SEE DETAJL "F" SHT. 2 g" g" O ATTACHMENT DETAIL t�2F5• � � _ �Aj u� 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS• PE '"'M W (FLORIDA #62514) WITH THE LOWEST (LEAST) CL—� �� HARDWARE SCHEDULE �a FASTENER RATING FROM THE DIFFERENT FASTENERS ' 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED d - #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY AT 10-1/2" CENTERLINE.ANCHOR INSTALLATION N N SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR 1a. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND �'�•r LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED WOOD SCREW EDGE DISTANCE MIN 3/4". >', R '; AT 5-1/2" CENTERLINE MINIMUM WITH 8' GRADE 1 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ty�j�"� (ANSI/BHMA At56.16) SURFACE BOLTS INSTALLED 1+ ovmsz ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT 4;�5' ON LATCH SIDE OF ACTIVE DOOR PANEL -. (1) AT TOP OF 1-1/2 MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE HIM AND (1) AT BOTTOM. DAM 2/11/05 MINIMUM EMBEDMENT OF 1-1/4". CL 12. 4" X 4" FULL MORTISE BUTT HINGES. SMr- N.T.S. Dft BY.. SWS 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO Z TRANSFER LOADS TO STRUCTUREow�waua NO.: 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK SWC-IAA-F�o123-05 ANCHOR INSTALLATION °F-�- i PIT asin h Itnal BCIS Home I Log In I User Registration i Hot Topic 1 Submit Surcharge i Stats&Facts i Publi tions Staff 1 SCIS Site Map Links I Search j KFA i r Product Approval .USER:Public User Product Approval Menu>Product or ADDlication Search>Application List>Application Detail FL# L14605- Application Type Code Version 2014 j Application Status *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments I Archived i Product Manufacturer Eastern Architectural Systems 'i Address/Phone/Email 16341 Domestic Ave. Ft.Myers,FL 33912 (800)432-2204 Ext 43,14 thoard @ ea ste m metal.co In Authorized Signature Timothy Hoard thoard@eastemmetal.com i Technical Representative Timothy J.Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext 4314 thoard@eastemmetal.c6m i I Quality Assurance Representative Address/Phone/Email I Category Exterior Doors Subcategory Sliding Exterior Door A Isemblies Compliance Method Certification Mark or Listing I Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A44,0 2005 ANSI/AAMA/NWWDA 101/I.S,2 1997 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By I I, Product Approval Method Method 1 Option A Date Submitted 04/06/2016 Date Validated 04/13/2016 I Date Pending FBC Approval I I Date Approved 04/13/2016 I Summary of Products I FL# Model,Number or Name Description 14605.1 Series 600 Non-Impact Aluminum Series 600 Non-Impact Aluminum SGD SGD I I Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14605 R4 C CAC NI006120.01-R2-signed.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 I Design Pressure:+60,.0/-60.0 Installation Instructions Other:Maximum 3 Panel,Multi-Track,Bypass FL14605 R4 II 08-02675.Ddf Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14605 R4 (AE 513450.odf Created by Independent Third Party:Yes 14605.2 Series 600 Non-Impact Aluminum Series 600 Non-Impact Aluminum SGD SGD Limits of Use Certification Agency CIertificate Approved for use in HVHZ:No FL14605 R411C CAC NI006119.b1-R2-sioned.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 I 1 Design Pressure:+80.0/-80.0 Installation Instructions Other:Maximum 4 Panel,Multi-Track,Bypass FL14605 R41 II 08-02691.0f " Verified By: is R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14605 R4IAE S13466.Ddf Created by Independent Third Party:Yes =1460-5.3 Series 623 Impact Vinyl SGD Series 623 Impact Vinyl'SGD se Certification' Agency Certificate Approved for use in HVHZ:No FL14605 R41 C CAC N1011134-R1.odf Approved for u :Yes Quality Assurance Contract Expiration Date Impact Resi nt:Yes 05/31/20211 Design Pre re:+50.0/-50.0 Installation Instructions Other:Maximu anel Bypass,2-Track. FL14605 R4 II 08 01671A.Ddf FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK Verified By: Luis R.Lomas,P.E!62514 NORTH AMERICA AAMA CERTIFIED(DEP-1) Created by Independent Third Party:Yes Evaluation Reports FL14605 R4 AE 512351A.Ddf FL14605 R4 AE NOAi14-0423.17.PDF Created by Independent Third Party:Yes 14605.4 Series 623 Impact Vinyl SGD Series 623 Impact Vinyl SGD Limits of Use Certification Agency,CertiPicate Approved for use in HVHZ:No FL14605 R4 C CAC NI011134.01-Ri.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2021 Design Pressure:+50.0/-50.0 Installation Instructions Other:Maximum Size: 192"x 96"4 Panel Bypass, FL14605 R4 II 08-01670A.Ddf 2-Track.FRAME MATERIAL TO BE RIGID PVC FROM Verified By; Luis R.lomas,P.E:62514 DECEUNINCK NORTH AMERICA AAMA CERTIFIED(DEP-1) Created bylIndependent Third„Party:Yes Evaluation Reports 11 FL14605 R4 AE 512350A.odf FL14605 R4 AE NOA 14-0423.17.PDF Created by Independent Third Party:Yes i 14605.5 Series 623 Non-Impact Vinyl SGD Series 623 Non-Impact Vinyl S'GD Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14605 R4 C CAC-NI011134.02-Rl.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2021 Design Pressure:+50.0/-50.0 Installation Instructions Other:Maximum Size: 144”x 96"3 Panel Bypass,2-Track. FL1460S R4 II 08-01673A.Ddf Verified By: Luis R.Lomas,P.E.62514 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/22/15 R.L. NOTES: 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN REQUIREMENTS OF THE FLORIDA BUILDING CODE SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. - RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). _ 3, 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED-COATING OR-MEMBRANE- 15. APPROVED_ CONFIGURATIONS: OX, X0, 0X0 SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR - - ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT - SHOWN-HEREIN-WIND-LOAD-DURATION-FAGTOR-Cd=-1.6_WAS_USED_FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED RIGID PVC. 6. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. FOR NAILING FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS OR EQUIVALENT WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10. FOR FRAME INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD SCREWS OR EQUIVALENT WITH SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR FRAME INSTALLATION INTO MASONRY/CONCRETE USE 1/4" TAPCONS OR EQUIVALENT WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR FRAME INSTALLATION INTO METAL STRUCTURE USE #12 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. SIGNED,06/23/2015 viTenx naalnECTURu srsTen�s 1(.�I(il �� EaStOlIn AOMBiONOF �� II TABLE OF CONTENTS FoRrB.ROgpAa011 1 v 4�GBNs�s�S.t SERIES 623 VINYL SLIDING GLASS DOOR 1 NOTES *• SHEET N0. DESCRIPTION ff 61 144" x TE �F IMPACT Gr E . NOTES AT 2 NAIL FIN ELEVATION i 1 DRAWN: DWG NO. REVGORID 4 3ELEVATION 6 NSTALLATIONDETAILS R.L. OSALE NTS DATE 07/13/12 SO6lA E1 OF 6 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/22/15 R.L. 144" MAX FRAME WIDTH 6" MAX 8 1/2" MAX O.0 { 6" MAX 6" MAX ------ -- - ------ 96" 93 1/4" 14" MAX O.0 MAX MAX X FRAME PANEL HEIGTH HEIGTH 6" MAX 48 1/2" MAX PANEL WIDTH SERIES 623 VINYL SGD EXTERIOR VIEW FLANGE INSTALLATION DESIGN PRESSURE RATING IMPACT RATING t50.OPSF LARGE AND SMALL SIGNED:06/23/2075 MISSILE IMPACT eASTewI,welnTEeTuausv°TENs 11��II •°°�� MISSILE LEVEL D,WIND ZONE 4 EaStern�� eASTeRneaETAtsrPa�r 1 %t��\`,R _Gm.N::..p.- .Y....».: �w�ni°rn°•ene nonloAmala '\` � ('E N�*'� SERIES 623 VINYL SLIDING GLASS DOOR fir•' Ip 6 �. 144"LA x 96"L IMPACT ' FLANGE ELEVATION $,(yAT OF �.r��• DRAWN: DWC N0. REV r/ s��.pRSQP 0� SCALE DATE OS SOE671 A IIdIA., NTS 07/13/12 3 OF 6 2 1/2•' MIN. —..I REVISIONS EDGE DISTANCE I REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY I A REVISED INSTALLATION DETAILS06/22/15 R.L. BY OTHERS '° e ° < °° , ° 1 1/4" MIN. .OPTIONAL 1X BUCK ° a° G EMBEDMENT 1 1/4" MIN. TO BE PROPERLY ° SECURED —� EMBEDMENT SEE NOTE 3 SHEET 1 CONCRETE/MASONRY //• ° APPROVED J R� BY OTHERS° O °° v i/4 MAX. - -SEALANT_ 1/4° MAX. OPTIONAL 1X BUCK ° r SHIM SPACE SE SHIM SPACE TO-BE-POPERGYCURED I - SEE NOTE 3 SHEET 1 — — ------ — I-- -- 1/4" TAPCON �u` �`�m INTERIOR C3 V (� cl 2 1/2•• ° ❑ U �f MIN. ❑q EXTERNO I — lN7ERIOR EDGE ° DISTANCE .° d D ° EXTERIOR O O fl APPROVED _ TION N DE 1/4'• TAPCON I O l �CONBRETEIMASONRYINSTALLLATIOlN � APPROVED ❑ ❑ ~�� "�� SEALANT I n NOTES. 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 1/4" MAX. NOT SHOWN FOR CLARITY. OPTIONAL 1X BUCK r� ° 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE TO BE PROPERLY o ° U� SHIM SPACE DESIGNED IN ACCORDANCE WITH ASTM E2112 SECURED SEE NOTE 3 SHEET 1 CONCRETE/MASONRY 1 BY OTHERS ° ° SIGNED:06/23/2015 EAS°a 1 1/4'• MIN. A. EMBEDMENT �� ,% 111% FASTEfUi AR01rtECTURAt 6YS1ENS 1111 Ga �.� AMNEIONOF ,�\ R Lbl/,,Z EA9TERNNETAIEVpDLY � e ®® Bi,1 NONEETICAVE �N } .. a ".•..,.L FOTNYERS.FLORQA361t :'`v`�.• BENS 2 1/2" MIN. SERIES 623 VINYL SLIDING GLASS DOOR *• 0 51 MPACT INSTALLATION ID TAILS ` �INSTALLATION VERTICAL CROS �CONCRETE/MASONRDRAWN: —T777— REV /� CpR�OP:��\tet RALE DATE 08-01671 A NTS 07 13/12 5 OF 6 11. I of BCIS Home ( Log In User Registration Hot Topics ! Submit Surcharge Stats&Facts 1 Publlotions FBC Staff E BCIS Site Map Links i Search Product Approval r is USER:Public User 1 �I Product Approval Menu>Product or Aoolication Search>Application List>Appliration Detail " li I FL# rsion i Application Type Code Version Application Status PR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived # Product Manufacturer . Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft.Myers,FL 33912 (800)432-2204 Ext 4314 thoard@easternmetal.corn Authorized Signature Timothy Hoard thoard@easternmetal.co i Technical Representative Timothy J.Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext 4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Subcategory (Fnixed Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute I i I Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440, 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ANSI/AAMA/NWWDA 101/I.S.2 1997 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2009 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By I it I Limits of Use Certification Agency Ceit�cate Approved for use in HVHZ:No FL14608 R4 C CAC NI010609.01-RS-sioned.pdf Approved for use outside HVHZ:Yes Quality Assurance Contrail Expiration Date Impact Resistant:No 07/31/2019 Design Pressure:+80/-80 Installation Instructions Other:Maximum Size: 74 1/2"x 72".Frame material to be FL14608 R4 II 08-00559C pdf rigid PVC from Deceuninck North America HAMA Certified Verified By: Luis R.Lomas,P.E.Florida P.E.62514 (DEP-1) Created by Independent Third Party:Yes Evaluation Reports FL14608 R4 AE 510948B.pdf Created by Independent Third Party:Yes i 14608.6 Series 176 Vinyl Impact Fixed Series 176 Vinyl Impact Fixed Window with Flange HVHZ Window with Flange HVHZ I Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14608 R4 C CAC NI011878.01-Rl.pdf Approved for use outside HVHZ:Yes FL14608 R4 C CAC NI011878-Rl.odf Impact Resistant:Yes FL14608 R4 C CAC NI011879 01-Ri odf Design Pressure:+80.0/-80.0 FL14608 R4 C CAC NI011879-Rl.odf Other:Maximum Size: 72"x 63".Frame material to be rigid Quality Assurance Contract Expiration Date PVC from Deceuninck North America AAMA Certified(DEP-1) 01/31/2017 Installation Instructions FL14608 R4 II 08-02294B.pdf Verified By: Luis R.Lomas,P.E.62514 Created by Iniiependent Third Party:Yes Evaluation Reports ' FL14608 R4 I 13-0328 09-COMP.odf FL14608 R4 IAE 13-0328.09 Dupont SentryGlas odf FL14608 R4 IAE 513043B.odf Created by Independent Third Party:Yes 14608.7 Series 176 Vinyl Impact Fixed Series 176 Vinyl Impact Fixed Window with Flange HVHZ Window with Flange HVHZ I, Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14608 R4 C CAC W011880.01-Rl.pdf ApprovedIUUi�' s FL14608 R4 IC CAC NI011880-Rl.odf Impact R FL14608 R4 IC CAC N1011881.01-Rl.pdgn P FL14608 R41C CAC NI011881-R1.odf Other:Mame material to be rigid Quality Assurance Contract Expiration Date PVC from Deceuninck Nca AAMA Certified(DEP-1) 01/31/2017 Installation Instructions FL14608 R4111 08-022936.pdf Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FI 1460 R41 AE 13-0328 09-COMP Ddf FL14608 R41 AE 13-0328.09 Dupont SentryGlas.odf FL14608 R41 AE 513042B.pdf Created by Independent Third Party:Yes i 14608.8 Series 2456 Vinyl Impact Fixed Series 2456 Vinyl Impact Fixed Window with Nailing Fin Window with Nailing Fin Limits of Use Certification Agency CertificateApproved for use in HVHZ:No FL14608 R41 C CAC NI010610-R1-signed.pdf Approved for use outside HVHZ:Yes FL14608 R41 C CAC N1010656-RS-signed odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50/-50 09/30/2019 Other:Maximum Size: 64"x 84".Frame material to be rigid Installation Instructions PVC from Deceuninck North America AAMA Certified(DEP-1) FL14608 R4 II 08-00563C.odf Verified By:ILuis R.Lomas,P.E.Florida P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14608 R4 AE 510952A.odf FL14608 R4 AE NOA 14-0423.15.PDF Created by Independent Third Party:Yes 1 .. 14608.9 Series 2466 Vinyl Impact Fixed Series 2466 Vinyl Impact Fixed Window with Flange Window with Flange Limits of Use Certification Agency ICertificate Approved for use in HVHZ:No FL14608 R4 C CAC N1010610.01-Rl-sianed.odF Approved for use outside HVHZ:Yes FL14608 R4 C CAC NI010656 01-Rl-signed odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+60/-60 09/30/2019 Other:Maximum Size: 64"x 84".Frame material to be rigid Installation Instructions PVC from Deceuninck North America AAMA Certified(DEP-1) FL14608 R4 lI 08-00565C.odf Verified By>Luis R.Lomas,P.E.Florida P.E.62514 Created by Independent Third Party:Yes Evaluation I Reports FL14608 R4 AE 510954B.odf FL14608 R4 AE NOA 14-0423.15.PDF Created by Independent Third Party:Yes I I AF REVISIONS REV DESCRIPTION DATE APPROVED A REMOVED FLUSH INSTALLATION 07/23/14 R.L. B REVISED INSTALLATION DETAILS 06/23/15 R.L. NOTES: 15. FOR ANCHORING FRAME INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. __ _TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 2, WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TPROPERLY 16. FOR ANCHORING FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT T RESPONSIBILITY OF THE ARCHITECT-OR ENGINEER-OF-RECORD. — — -- - -- -- _ __ _LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN-ELEVATIONS AND INSTALLATION 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE DETAILS. _ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS INSTALLATION INSTRUCTIONS.—ANCHORS—SHALL BE SECURELY—FASTENED—DIRECTLY—INTO— —_ WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. WALL.—LOCATE ANCHORSSHOWNRESISTANT.COR 18. ALL FASTENERS TO BE CORROSION 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. A. WOOD — MINIMUM SPECIFIC GRAVITY OF 0=0.42 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). THE ARCHITECT OR ENGINEER OF RECORD. D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS 20.GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS PROVIDED. SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS OPTIONS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:06/24/2015 FwsTUWARcwrFmuRusrsTeMs 1iI11.1 EasterAl EART 61TN.6�VPRY \\\�� `R o''r%;. ,moi i�w�.ons wn no-o« FORTMY M FLORIDA=13 �VJ•\'�cj@AI.s�{'�s,l�. \ TABLE OF CONTENTS SERIES 176 PW FIXED WINDOW IMPACT HVHZ k• 0 61 •�k=. 72" x 63" SHEET NO. DESCRIPTION NOTES 1 NOTES REV DRAWN: DWC N0. !� #:0.\N� 3 2 5 NSTALLATIONADETAI DETAILS DETAIL SCALE NTS DATE 02/23/14 08-02294 5 B ��ts��NAL; ��\\ AF REVISIONS REV DESCRIPTION DATE APPROVED A REMOVED FLUSH INSTALLATION 07/23/14 R.L. 8 REVISED INSTALLATION DETAILS 06/23/15 R.L. 73 1/4" MAX TIP TO TIP WIDTH 72" MAX O.A. WIDTH 72" MAX O.A. FRAME WIDTH 6" MAX 9 1/2" 12-MAX 2" MAX 12-MAX MAX O.C. � O.C. 2" MAX 6" MAX -- _- ---------- - -- - - - -- --- - ----= �— 12" MAX L---- / O.C. - -_- --- - - - 64-1/4' I— / MAX / — — T 9 1/2" TOO MAX O.C. TIP /63" 63" MAX MAX O.A. D.A./ HEIGHT / FRAME HEIGHT 6" MAX SE. S 176 PW FIXED WINDOW' ._._ _ SERIES 176 PW FIXED WINDOW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING f80.OPSF LARGE 1" - MISSILE IMPACT 1/8" HS LE LEVEL D,WIND ZONE 4 AND 3/16" HS .090 SENTRYGLAS BY DUPONT 1/8" H$ SIGNED:06/24/2015 EXTERIOR INTERIOR Fwv>'FnNuuHrtecrwwsysmis 11 GLAZING QUANEX DURASEAL ADM910NOF Eterm SPACER SYSTEM �to �nAvBEAD s'FOWRSJ—DAW912 SIKAFLEX 1/2" BITE 552 SERIES 176 PW FIXED WINDOW IMPACT HVHZ •'.`„'itAIAAO�72" x 63"ELEVATIONS AND GLAZING DETAIL `� SETTING BLOCK DRAWN: DWG N0. REV fly/ �:�pR�OP:Qt� GLAZING DETAIL scaE NTS D"� 02 23/14 08-02 40F 5 B 2 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPRovED CONCRETE/MASONRY A REMOVED FLUSH INSTALLATION 07/23/14 R.L. BY OTHERS °° G ° < ° 8 REVISED INSTALLATION DETAILS 06/23/15 R.L. a° a 1 1/4" MIN. OPTIONAL 1X BUCK ° ° a. " EMBEDMENT SEE NOTES 3-7 SHEET 1 1 1/4" MI14 EMBEDMENT (� + CONCRETE/MASONRY �L J❑ O� 1/ MAX. BY OTHERS APPROVED o SHIM SPACE - ---- -- - -- ..-SEALANT_-_ ___ _ _ __ ____ OPTIONAL 1X BUCK 14 _ MAX. - E-_ _- BEHIND FLANGE � -- - '-'- "--SEE-NOTES-3=7'SHEET-1 ---SHIM SPAC— - -�<°_- - L1 3/16" TAPCON 3/16" TAPCON ' o - - - — - - —-- - -- — - ---o— ---- -INTERIOR- o � o 0 o°°o ❑ 2 1/2 EXTERIOR INTERIOR MIN. EDGE c DISTANCE ° APPROVED EXTERIOR SEALANT 3/16" TAPCON JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION APPROVED SEALANT BEHIND FLANGE U OPTIONAL IX BUCK nf1� r 1/4" MAX. SEE NOTES 3-7 SHEET 1 Op❑ 1111 SHIM SPACE NOTES: UU 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. D 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE CONCRETE/MASONRY DESIGNED IN ACCORDANCE WITH ASTM E2112 BY OTHERS ° a ° SIGNED:06/24/2015 °a 1 1/4" MIN. E0.9TEW..RECWR SyaT W EMBEDMENT �® dVI AVMW G �Es�St,��n EI3 D MET/il6TP0.Y - R L11 , u E ° e ,'r�i�-wu FOP1N .fl A0RIM1tBU \,,��•�`j FaNV 2 1/2 MINPW 176 RIES FIXED WINDOW IMPACT HVHZ k a EDGE DISTANCE 72" x ,.8jt6 `*= ' . SE63" � -- _ FLANGE INSTALLATION DETAILS TATiu EROTICAL CROSS SECTION DRAWN: DWG NO. REV 'ice ►;'c(pRI ..04 CONCRETE/MASONRYINSTALLATIONlr 1 SCALE NTS DATE 02/23/14 08-02294SHEE4OF 5 B /,'s��llln111�?`\`` i B F :. . ME t BQS Home ( Log In User Registration i Hot Topic Submit Surcharge [ Stats&Facts I Publications R FBC Staff i BQS Site Map ( Unks Search Roic Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL16412-R2 Application Type eves Code Version 201 Application Status Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Co'mmission.if necessary. I Comments i Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft.Myers,FL 33912 (800)432-2204 Ext 4314 thoard @eastemm etal.corn Authorized Signature Timothy Hoard thoard@eastemmetal.com i Technical Representative Timothy J.Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext 4314 thoard @eastemmeta l.c&n I Quality Assurance Representative Address/Phone/Email Category CSingle s Subcategory ung I Compliance Method Certification Mark or Listing i Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute I Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E 1886 2005 ASTM E 1996 2005 ASTM E 1996 2009 TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By I I I i Product Approval Method Method 1 Option A Date Submitted 09/28/2016 Date Validated 09/29/2016 Date Pending FBC Approval Date Approved 10/02/2016 Summary of Products Model,Number or Name Description 16412.1 176 Vinyl Impact Single Hung 176 Vinyl Impact Single Hung Limits Use Certification Agency certificate Approved for use in HVHZ:Yes FL16412 R2 C CAC NI012195.ndf Approved for u HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resi nt:Yes 06/30/2018 Design Pressu :N/A Installation Instructions Other:Design Pre s follows: Fin Window FL16412 R2 III 08-02538A.Ddf +70.0/-85.Opsf,Flange Window+70.0/-85.Opsf.Maximum Verified By: Louis R.Lomas,P.E.62514 Size:54"x 77".Frame Material to be Rigid PVC From Created by Independent Third Party:Yes Deceuninck North America AAMA Certified(DEP-1) Evaluation Reports FL16412 R2 IAE 13-0328 09-COMP.Ddf FL16412 R2 IAE 13-0328.09 Dupont SentryGlas.odf FL16412 R21AE 513311A.Ddf Created by Independent Third Party:Yes i 16412.2 Series HD2451/Series HD2461 Series HD2451/Series HD2461 Vinyl Impact Single Hung Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16412 R21 C CAC N1011536-Rl-signed.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2018 Design Pressure:+65.0/-65.0 Installation Instructions Other:Maximum Size:44"x 84",Nailing Fin or Flange FL16412 R21 II 08-01933A.Dd Frame.Frame Material to be Rigid PVC From Deceuninck Verified By: Luis R.Lomas,P.E.62514 North America AAMA Certified(DEP-1) Created by Independent Third Party:Yes Evaluation Reports FL16412 R21 AE 512641A.13dF FL16412 R21 AE NOA Safiex PVB 15-1201.1l.pdf 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 AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy(Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. i Product Approval Accepts: MMM® Card I I I i {A1F nPPRUYT.0 ...: .. : .. ... .. A2222...._._ RL J .. ... .. ... _ t. : ISFO 7N lAlAh±l3N .: 1dpTE`S '.r INIi'OR:2X BUGK::USF 7U:WUUC SCREWS 1,'. THEPRODUCT SHOWN HEREIN I S DESIGNEC AND.MANUFACTURED:TO .(.OMPE..Y WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING .THE FiVN7....' ANCHORING TO CHIS E.Am1 1?/4' MINFMUM EMBERMENT INTO SUBSTRATE 179CATE 15 FC)R FRAME AN tUFF '2. WOOD FRAMING-AND MASONRY OPENING TQ 9E DLSIGNcp nNU ANCHURC D 'ECJ E?t20r ERIY' ELEVATIONS.A S ALLATI(ON..DETAIIS: ANCHIOR N AS FSEi TRAIJSFF.'R ALL LOADS TO STRUCTURE,;.FRAMING AND MASONRY CRENING IS THE 16. FOR FRAME ANC'HCRINO' INTO MjASONRY%CQNCRFTES LISF:3/1fi"TAPCONS WITH SUFFICIENT RES0Q.NSI9lL11Y f.)F 1H± A1ZCHIFEC i OI#.L1ie,1NEER OF RECORD,-. TH,T.. 'ACH:EVL" A 1 '/Q" MINIML!fi1:EMBEDMENC INTO SUBSTRATE:WITF! 7. '1%2" N l MINIMUM EDGE. DISTANCE-* LOCATE ANCHORS AS SHOWN IN ELEVATI(NvS_.AND'INSTALL:ATIQN 3. '1Y SUCK OVER !AAS('NRY/GONCRE"IE'!S DPt,:DNAI_- ---- - 4: WHERF:.'SH±M OR FUCK TH((*N!r;S IS :..ESS T±IAiv1-1%?.." WINDOW UNITS MUST H. )ETALS ANCHORED THROUGH THE FRAME IN'ACCORDANCE WITH MANUFACTURER'S PUBLISHECi' 17.FOR FRAME ANCHORING INTO METAL STRUCTURE USE #10 SFAS 'OR.SELF DRILL(NO'SCREVIS WI'rN iUi F'IC1EN1'.LEI4iiTH '1'0 ACi+ICYE:3 1FI♦"?FADS MINIMUM F?EYUND:STRUCTURE-INTERIOR. ' . INSTAI_L.ATION INSTRUCTIONS; ANCHORS >HALl. BE. SECURELY FASTENED DIRECTLY INTO '' ' -MASONRY;-CONCRETE-OR-O'rHER 'rRUCTUIiAL-S.11BSTRATC-k iATEPI kL. - WALL LOCATE ANCHORS . SHOWN IN ELEVATIONS AND:INSTALLATION DETAILS S. WHERE WOOD DPJCK THICKNESS IS f-i/2 ORGREATER, SUCK SHALL BEL,.SECURELY 18-ATI FASTENERS TO-BE-CORROSION RESISTANT— 19. ±NS1At1Ar1GN'ANCHORS �FiALL BE INSTALLED. N ACCORDANCE WI?H ANCHOR FA`�tE:NED '10 MASONRY, CONCRETE. UF2.U F1LI .:S1(JUCTU'2AL �UDSTRAI'E. WINDOW UNITS MAY MANU AGIUI?f:R'S !NuIALLA1'ION INSTRUCl'IONS AND ANCHORS SHALL'NOI' DE USED:IN BE ANCHORED THROUGH FRAME TO SECURED WOOD RUCK IN AQICXRCANCE WITS( MANUFACTURER'S PUBLISHED.INSr—LATiOh INSTR'CTIONS. .. WQCD:ES Wil THAN T�E: MINIMUM.STRF^JGli SPECIFIED EtELOW; b, WfiFRE 1X BUCK IS hIOT USED DISSIt 1Il AR MATERIAL'S'; MUST F3. EPARATED ',!'T)I'Af�RC)VED �. vTM e• .. 2E�SWE STRENGTH NGTH OF .:3.192. Fal. :i1i11 S1RcN TF1 COATING Or? MEMDRANE..SELECDON OF C.OATING,OR MEMBRANE 1S THE RESPONSIBILITY OF MASONRY - R THE ARCHi'i'E:;'i' Q12`ENGWFER OP' RF:CURU'. : c7ER A. ' 'MINIMUM SPECIFIC Ij. MINIMUM {JMF.I C. - STREAGN I CONS ORMANC E TO ASTM .0 90 GRADE N, 'fYf�E I (CR CREATEET) 7, BUCKS SHALL 'EXTEND BEYOND WINDOW INTERIOR FACE SO"1'HAT,CULL'_ FRAMs SUPrORT I,S: 20.UN T METAL DCJ�N3!(ALLLDEV11TFi�U4? YI 1.i0UTOA, .33KSI C,f ANCEIt�C UT I(jEUM T TI IE IiVlil T� PROVIDED.. J .0 -- . 2222. .. .. . ... - 8. FOR FIN :iNSTALLATION.:SH±M.AS PJEEDEC FCR FRAME ?NSTAI_E.ATION. SHIM.fi4 REQUIRED: AT " EACH ANCHOR LWTON ON WITH LOAD SEARING :iHIM. SH':h' WHERE SR/CE.OF .f/I C" QR GREATER UCCURS. MAXIMUM ALLOWABLE, SHIM STACK 1'U.BF 1/4: SJ.:, SHIMS_SHALL BE LOCATED, APPLIED'ANO MADE FROMr1IQKNk35 Ci1T AaLk OF SU_:TAiNlN6; APPLICABLE t_OA'Ds, • 10, WIND LOAD (DUr2A'I'IU4 FACTOR C J-1.5 WAS U:iEU.I"UI2.WOOD ANCHOR CALCU A:C1lS. 1'1."FRAME. MATERIAL_: EXTRUDED R±GID ?LG.. 1:2. U"IITS'MU5'I BE G AZEO PER AS'M E13500,04..SEESH EET 2. FOR GLASS.OPTIONS. 13,'>tI F�R�)VFD IMPACT.PRO]EC SY5TEM 15 NiZT�E �C�:FOR.'TTiIS.PRODUCE IN WIND _ . __ G(ORN5 DEBRIS REGIONS. 14. FOR::FIN.INSTALLATION'INTO NOf.)1) FRAMING OR 2X BUCK-USE 11•10 d/OfSf.), SCREWS WITH a. SUFFICIENT LENGTH TO:ACHIEVE A 1 !/4 MINIMUM' FKSBwkkNT. INTO. SUBSTRATE, LOCATE ANCHORS AS SHQViN IN,ELEVATIONS AND INSTALLATION DE TAI. SIGNED:Q6/S4/2025. � � cAs�r'AA�ao°n�ia er�s(aw `�`��R �4111 te►r G r I'AGL OF C:Cr�VTINIS :SERIES- 176 SH11 Val ro rVENYL SINGLE HUNG WIND N i' LFAPACt 54" X 77":. �sHEFr. ,,o.; DESCRIPTION � ~ __ .-......... �� _a.. c 1 ;NOTESS _.._ 3 I ELEVATIONS -,_..., �..� URAfVN• -.:UWC�NOOTE REV 2 N.G. —025 /l'l.`�se r.. •.�6``,ti.. ' 4..— -7 INSTALLATION .DETAILS: ytAu". NT .: iA'r:11 U8 stltc 380 ' _ A. S TZ/14: F 7 -_ 5A REV/ h{..X Fa Re�Se 'I�srAuUInrCleRUrIUa4LrAIb 1 W ilmi......... aAMAX FRAME ........ - — - rfPRa YtU a MAX ivtAXAO C: ��:_.. �.. MAX C'" MAX I MAX G MAX' 6""MAX :6 MAX ii f f 5" MAX O C. MAX 0 C r ......-... , u MAX —..__....-:_-...._... CRAMS �! FRAME Nf.'IGHT HEIGHT 61, MAX ' W MAX L-- =TS MSHVINYLSINGLEHQNGWINDOWSERISS:176SH:VINYbSINGLEHUNGWINDOW.EXTERIOR VIEW..THROUGHFRAME INSTALLATION:: THRDUQH FRAME!IN3TAZLATION'i;..FOR:MASONRYANDMETAL.STRUCTURE �__• .':FOR WOOD ES/GN PRESSURE RATINQ :; (7MpACTR+70:0%85.GPSF LARGEMISSILEIMPACTM144&gLEVELD,WINDZON94ANDHVHZ' SIGNEQ 06/2 12015 .fern lip SgRi€S 176' SN:VINYL SINNUNGWINDOWss ELEV AA7 REJI I T -025 .085 M LN nu[ }7:...1:7::14 : or,7. I:IL1 ?_ 1/9 MIN BYif)fH RS j FCJCE UItiTANCE �cscinr reN rnw rnic „P?F(gV o 1 ONRY �oNS .ATILN DE. 11U 1,5�`7'i -7I}R^.L. ..._...,...__.___.._.�.___- ._�-w-._......� .v_.,...:...._....._..... ` zA'. RkYISEG,INSTAL _ �/ _..........I '':..__._...�:. J - - LMBEDMENT �M _.. 1 .^ r^ — -ON MASONRY.:: OPTIONAL IX BUCK BY'GTI iC R s SEE NQTI S 3 _ T: W..MAX. -- SNEEi' j7/41, tIUA 4F A(t_ OPTIONAL 1X BUCK ° SEE NOTES 3 '- 7 +:" SI;rrM.SPADE. -- [3Ar cER JARGON -- - - & APPRU4`ELt SS EA' ALANT 110ERIOR v� INTERIOR ___..._ EXTERIOR _' } _ 4 J I MIN t ! L- 1CANC .. DI< �l i L EXTERIOR 7. t (SACKER IROD. HA^K R ROD I *Pr,even nor!?c;vED , WINSTALLATIONDETAL SEALANT i.. n SEAL CONCRETEWA O RYIN ALLA ON. - :ANT 1 I SILK. TOB SET;' - t IN A 8C0 O APPROVED SCALANT '114 UPTIGNAI IX BUCK -N :.:.r.--7r SHIM„SPA @ t:INTERIORANDEXTERIOR FINISHES,BY OTHERS n �':F NGTL'3 7.. 1.1 It NOTSNOWNFOR.CLARITY L SHEET 1 ^ 2:PER1METERANOJOINTSEALANTBYOTHERS TOB6. -. DESIGNED,IN ACCORDANCE W1TH ASTM Eli 1.2. . _SIGNED:;06124/2Q25 d' -- OA6ICRNM�TCCNML8YL7[W ' CVTFIW ,B `\�`,� 14 d � a l l l `*v, `4 I 7k v a -- - --... SERIES 176- SH:VINYL:SINGLE FLUNG WINDOW p IMPACT 54." X 777° INSTALLATION DETAILS �`^ La,)FJt 1qL TE/MASONRY �- VERTICAL CROSS SECTION:. BY UTt:±ERs pRnwrJ . uwc Na: a [oRtio, ONCRET&MASONRYINSTALLATION t;cAaNTS. n^4E.'1:1 1Z/IA UB so�5680F 7. 1('il.itlitt...'• A C I n yt ��gg RCLS Home ' Log In User Registration I Hot Topi6 i Submit Surcharge I Stats&Fact I Publications'f FBi Staff j BCIS Site Map I U.k. i Search i Product Approval USER:Public User Product Approval Menu>Produ&or Aopilcation Search>Application List>Application Detail j •'I II FL# FL17472-R1 Application TypeRAMigion Code Version 2014 Application Status ed *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. I Comments Archived r ,i Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft.Myers,FL 33912 (800)432-2204 Ext 4314 thoard@easternmetal.com Authorized Signature Timothy Hoard thoard@eastemmetal.com Technical Representative Timothy].Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext 4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions j Compliance Method Certification Mark or Listing i Certification Agency Keystone Certifications,Inc. Validated By Keystone Certifications,Inc. i Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By I Product Approval Method Method 1 Option A i I i, Date Submitted 03/24/2015 Date Validated 04/02/2015 Date Pending FBC Approval Date Approved 05/08/2015 I Summary of Products FL# Model,Number or Name Description 17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion Mullion i Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17472 R1 C CAC 622-104CAR.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/22/2018 Design Pressure:N/A Installation Instructions Other:See drawing set for mullion size,angle and design FL17472 R1 II PA-0004 HVHZ SS 2015-02-28.odf pressure rating Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports , FL17472 R1 AE PER3286 HVHZ SS 2015-02-28.Ddf Created by Independent Third Party:Yes 17472.2 HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T Mullion and X Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17472 Ri C CAC 622-101CAR.odf Approved for use a HVHZ:Yes FL17472 Rl C CAC 622-102CAi2.Ddf Impact Resi t•Yes FL17472 R1 C CAC 622-103CAR.Ddf Design Press re:*N/A FL17472 R1 C CAC 622 lOSCAR.Ddf Other:See dra mullion size,configuration and FL17472 R1 C CAC 622-106CAR.Ddf design pressure rating Quality Assurance Contract Expiration Date 07/18/2018 Installation Instructions FL17472 RS II PA-0003 HVHZ SS 2015-02-28.Ddf Verified By: Hermes F.Norero,RE.73778 Created by Independent Third Party:Yes Evaluation Reports FL17472 R1 IAE PER3285 HVHZ SS 2015-02-28,odf Created by Independent Third Party:Yes Badt I i 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: i �I I I EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM TUBE MULLIONS GENERAL NOTES: �WI W2'—+{ r'WI'+'W2�{ 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010&Sth EDITION 4 I I FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. 3. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 4 / / MULL INDIVIDUAL UNITS ATTCHED TO MULLIO SMUSIT BE IMPACT RATED. �� r SPAN'L' 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING ASA MAIN WIND FORCE ANCHOR CLIP, RFOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER ORESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE _ _ ___ _ _ _•__ TYP _ _ yo. ARCHITECT OF RECORD FOR THE PROJECT OF --— - - - - - - - - INSTALLATION. VERTICAL SPAN S. iX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD E SPAN'L' MULL FOR.THE PROJECT-OF INSTALLATION.___ —_— 4 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A MULLION SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, TyP' // /� \ 'W2' A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE PERA. r 7. MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063-T6(AS NOTED) 7 8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. -W1' 9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A 10. IN ACCORDANCE WITH THE 2010&5TH EDITION FBC,DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME TYPICAL TYP 4 INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED IN SEC 2003.8.4. MULLION ASSEMBLY HORIZONTAL'IT" MULL SPAN MULL INSTRUCTIONS: SPAN'L' 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. M 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 'W2' TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: • ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF r SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS. • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH 1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. r 'Wl' 2 - MULLION DETAILS • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. 3 - ANCHOR CLIP DETAILS 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10. 4 - MULLION SECTIONS S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6.10.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 5 - TYPICAL MULLION&CLIP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. 6 - 1"X 3-1/8"(LIGHT)MULLION DESIGN LOAD TABLES 7 - 1"X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES B 1"X 4°MULLION DESIGN LOAD TABLES ,ttftt l llJ J/�� REVISIONS EABiERNARRCMTEcm SYWWS AMM 9 2°X 4"MULLION DESIGN LOAD TABLES `��$F. °NAiBFwP�v 10 - 2"X 6"MULLION DESIGN LOAD TABLES ��(Ve'�• 10 Ap qM,N Jw•MANe•n�arc FOR BNYE RORpA WBW 11 - MULLION ASSEMBLY AND LOAD EXAMPLES _` ��• 7 '� G T1LE` HVH2rCLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS a T T e Q: GENERAL AND INSTALIAT'ON NOTES JJ/ . DATE DRAWN By'. PREAaED 1. Digitally signed by Hermes F.Norero P.E. O •., e;; -c� _ �� 02/05 13 TJH Reason:I am approving this document % ...... G��.�' DUWNONO: 6CALE: FU>LD DRQ ' ° PA-0003 N.T.S. (� Aun�DaLZAnoNHo.zssre Date:2015.02.28 12:45:10-05'00' 79 5 Eas BY DA,E DE6CRiPrioN RkV E-` REv FBPE CORT.OF A ON ND.20578 1 OF 1 1 �{ 2.000" 0.250° �{- 1.000" 2.000' —� �— 1.000" 1.000° —. 0.250" -- 0.250" — 6.000° 0.125" 0.125" 4.000" 4.000" 3.125" 3.125" 0.375" 0.625" 0.250" 0.250" . 0.250" — 1"X' -1/8"(LIGHT) 1"X 3-1/8"(HEAVY) 1"X 4" 2"X 4" 2"X 6" MULLION MULLION MULLION MULLION MULLION SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET B FOR SEE SHEET 9 FOR SEE SHEET 10 FOR QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS NOTE:SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. \\1Cl1111/l/ REVISIONS EABTERNARONREDTOMLBYBTENS �J� ES F• O%�� EABTERNANETALOBYPPLY Eastrn AK MINUM A O�tNY4, FOMRTEAVR IARONDAJ181] �V•• • �O /' N t Mn .3tRM� TT`E HVHZ CUPPED ALUMINUM TUBE MULLIONS * 7 :* VERTICAL AND HORIZONTAL CONFIGURATIONS o T T e Q MULLION CROSS SECTIONS • W DATE:DRAM BY: P PAREDBY: O�=.,.( P; �lV`� 02 05 13 TJH ��j� ••••"•••C�\ �� wenwwo xo: scuE: FeeERTiXOtNG D e�Aie op 3ca EAs --p(hyA€7 s �� PA-0003 N.T.S. ; AUTHORIZATIONNO.2"7s NiFE JTWOF AD ON NQ$p3]A L DATE OEBCRVRON REV 5"2.OF 11 REV: .- �4" 4R� �SR� �SR� 2.25" 0 0 �2,25' p 0 0 72,625" 3.375' 'l\ 2.25" 1.75" 0 2.25" .° 2.25" o 4.625" 5.375" 0 0 0.12.5" 2.25" � 0.125'; 2" 0.125" 2R T 0 0 2.25" 2" X 5" X 2 1/4" L-CLIP 2" X 5" X 13/4" L-CLIP o.lz5' 7 2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 ALUMINUM 6063-T6 -ALUMINUM-6063=T6 2" X 4" X 5 3/8" L-CLIP 10.46" ALUMINUM 6063-T6 2.5o" A 0.722"--1 1- 2.25" 0 0 2,2 o 0.722"---1 10.46" 2.25" 0 2.25" ° 2.25" o C2.25.. o ° 1'�5" 2.335"11 X, ° 2.25" o110, 0 0 0.188" U—T !\ ° �.25" ° 2.25" 0 1.25" 2.125" 2.125" 1 O.18B" 1015/32" X 21/4" H-CLIP T 1.25" 21/4" U-CLIP 13/4" U-CLIPT ALUMINUM 6063-T6 ALUMINUM 6005-T5 ` ALUMINUM 6005-T5 I 1015/32" X 13/4" H-CLIP T ALUMINUM 6063-T6 8.25" 2.25"-r 2.25" 2.25"-r 0 0 0 0 2.625" 111111111! REVISIONS EASTERN ARCNRECTlIRA1 BYSIENS 0 0 0 0 ♦♦♦♦♦1�1y♦ES F. �� WAR: EASTEMMMSE&SUPPLY ♦ • I� ALUM.W UM IW HAVARWRD `��••••••••• �`� I� Did..No =T M9.FLWVA33913 ^ 0.125" r;� ' HVHZ CLIPPED ALUMINUM TUBE MULLIONS 0.875" �II 1 :* 7 ""*= VERTICAL AND HORIZONTAL CONFIGURATIONS CLIP DETAILS 19 11 ;�' T T DATE:OPAWN BM PREPARED BM 8 1/4 X 3 3/8 H-CLIP o�•., c P ; oz o5 13 TJH ALUMINUM 6063-T6 �i tCy �2♦� DRAWINONO scaE: 9UaCEATr AYEOF. �P•N'•� ('9 ♦♦ PBDE CEPTiFICATE OF �j{D�l�/ ♦ PA-0003 N.T.S. AUTNDRMATIONNoa9s78 396 EASTYYDA ♦3.i9 Sm CRT..aF No 98578 eT DATE DE M-*N RE �3T OF 11 REw — INSTALLATION INSTALLATION INSTALLATION HORIZONTAL ANCHOR(SEE NOTES 2 1/2°MIN. ANCHOR(SEE NOTES 1 1/2"MIN. ANCHOR(SEE NOTES MULLION,TYP. SHEETS 6-10) EDGE DIST. SHEETS 6-10) EMBEDMENT SHE 6-10) CONCRETE OR ° e MASONRY BY OTHERS q 6• o ' CAULK BETWEEN ° e G ° 3/4"MIN. ° MULLION CLIP e. 11/4"MIN. v EXTERIOR CONCRETE/MASONRY&IX d e .� EMBEDMENT EDGE DIST. o•. P. WOOD BUCK BY OTHERS a TYP. 1 X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR BY OTHERS-_-MASONRY-BY'OTHERS - CAULK BETWEEN a I I MULLION CLIP CONCRETE/MASONRY S 2X VERTICAL TYp. WOOD BUCK BY OTHERS v MULLION,TYP. I I I I 2X WOOD BUCK _____I__ _ EXTERIOR I I INTERIOR BY OTHERS ° MULLION INTERIOR TYP. HORIZONTAL SECTION I MULLION I T-MULlIONINTERSECT DETAIL TYP HORIZONTAL SECTION SIDE VIEW B )HEAD RTICAL SECTION 4 JAMB-2X WOOD BUCK 4 -CONCRETE/MASONRY SIDE VIEW-HORIZONTAL SIDE VIEW-VERTICAL INSTALLATION ANCHOR(SEE NOTES I I SHEETS 6-10) HORIZONTAL MULLION,TYP. EXTERIOR i I INTERIOR I IMULLION NOTE EXTERIOR INTERIOR I I TYP' DETAILS SHOWN ARE TYPICAL FOR ® ® fMyp.LION CLIP ALL MULLION 6 CLIP ASSEMBLIES. VERTICAL I I SEE SHEETS 6-10 FOR ALLOWABLE MULLION,TYP. I MULLION CONFIGURATIONS,SIZES, I IMULLION CLIP AND DESIGN PRESSURES. TYP. J)HORIZONTAL SECTION e" :a° a. —� 4 X-MULLION INTERSECT DETAIL SIDE VIEW +a ° e 11/4°MIN. :a• ° EMBEDMENT .e '•. a" e - \\,��IIIIIIIIJ�� REVISIONS A-- 41'P4 DWI9C OF EAsrERN AncxRECTURM.arsrENs PRECASTBY OTHERS `\\\ $F. �/ �� i EASTERN UETA1 sY14Lr \ �i 1-.R-T VARUROAD • A M•,•N�!X N I� LE FORTMYE0.a,FLdtlOASdBt] INSTALLATIO Z: y�' :Oeawa:.maANCHOR(SEE NO 5 2 1/2"MIN. N 7 VHZ CLIPPED ALUMINUM TUBE MULLIONS SHEETS -10) EDGE DISTANCE _* . *_ RTICAL AND HORIZONTAL CONFIGURATIONS A ERTICAL SECTION T T c I ST LLATIO DETAILS DATE'OINSTY: AI4 SILL-CONCRETE MASONRY � 5/ �i \ \�SIDEVIEW-VERTICAL cif•• °sse EA TTy�T. R ' OESCRIPIION 11 REV: VERTICAL MULLION U—CLIP TO MULLION CONNECTION HORIZONTAL MULLION H—CLIP SUBSTRATE BY OTHERS SUBSTRATE VARIES, SEE NOTES SHEETS 6 — 10 H—CLIP ANCHORS ALL INSTALLATION HOLES MUST HAVE AN ANCHOR INSTALLED IN THEM MULLIION AND CLIP ASSEMBLY TYPICAL ASSEMBLY SHOWN WITH 1"x 31/8"MULLION AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED. SEE INDIVIDUAL MULLION SHEETS - �REVISIONS - - EASTMAF=lTECTURA 8MEW . Earn` EABTEW9NETPL9YPPLY .. . 1f"BAVMR ROAD ��; • . .AO Ii Al UMIN„M♦lNb:p1 YL_ BF0OR YYR&FLORMW918 T HVHZ CLIPPED ALUMINUM TUBE MULLIONS * 7 e * VERTICAL AND HORIZONTAL CONFIGURATIONS T T r MULLIION AND CLIP SSEMBLY DILS A DAT:OMNN BY: PREPAR DB. ET �0��••• ('J\ \,` OM 02/05/13 NO NOS 13 �TJH 9UILOING DROPS,WO. N ,\ FB PE GERRFICATp OF S98 EAs ••• axe PA-0003 N.T.S. S..':N�H';- AUTHpRIIARON ND,29978 FERE CQii.OF'AU NO 29578 BY DATE DESCRIPNON REV a"5 OF 11 DESIGN PRESSURE LIMITS FOR MULLION:1"x3.1/8" LIGHT 1,000" MULLION -ONE-WAY MULLIONS MULLION SPAN'L' TR WIOTH'W'IN. (IN. 0. 20. $30 ( 42 48 53.0.0 54 fi024 200.0 200,0 2 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 2 200.0 200.0 200.0 200.0 200.00.125200.0 200.0 2200.0 200.0 200.0200.0 200.0 3.125"200.0 1143.3 134,3 129,8 129.3 127.6 61.6 123.7 1 77.7 71.1 67.2 66.7 63.8- 1 - 76:9- 6 - -47.1- -42:6- 39.7'-39:3- 36.9 - - % 67.4 51.1 415 35.2 30.8 27.6 25.5 25.2 23.5 ONE-WAY MULLION DIAGRAMS 106 47.2 35.7 28.9 24.4 21.3 19.0 17.5 17.2 15.9 - DESIGN PRESSURE LIMITS FOR MULLION:1"x3-1/8" LIGHT-TWO-WAY MULLIONS 1" X 3-1/8" (LIGHT) MULLION SPAN T' TRIBUTARY WIDTH"' '(IN.) ALUMINUM 6005-T5 MULLION (IN.) IB 24 30 3fi 42 48 53.125 54 60 MULLION _ -24--200.0__2000--200.0--200.0--200.0--200.0--200.0--200:0--200.0- - ------- - --- -- -- 36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0 48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5 VA 60 200.0 200,0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 72 157.6 118.2 94.5 78.8 67.5 59.1 S3.4 52.5 47.3 TRIBUTARY WIDTH c Wl+W2 84 99.2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 29.8 2 96 66.5 49.9 39.9 33.2 28.5 24,9 22.5 22.2 19.9 108 46.7 35.0 28.0 23.3 20.0 17.5 15.8 1 15.6 1 14.0 TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS d CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS, 5. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS •CMU:1/4"ITW TAPCONS ° ° •CONCRETE:1/4"ITW TAPCONS ° •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 0 6. INSTALLATION SUBSTRATES: ° o 0 0 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"A EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G:0.55. o •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"6 EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 21/4" U-CLIP 2" X 5" X 2 1/4" L-CLI P •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"d EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE ALUMINUM 6063-T6 MIN.4000 PSI. ALUMINUM 6005-T5 **MUST BE USED IN PAIRS •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. U-CLIP FOR USE O 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. 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