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HomeMy WebLinkAboutProduct Approval At • r b SCIS Home Log In j User Registration Hot Topics i Submit Surcharge Stats&Facts Publications j FBC Staff j SOS Site Map Links ! Search i Oo a Product Approval V USER:Public User o r Product Approval Menu>Product or Application Search>Application Us t>Application Detail I FL# F.L14604 R6 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBP -shaI�L -er 1 V ed U by the POC and/or the Commission if n cessa Comments J U L 12 r J IU Archived J Product Manufacturer �Eastern Architectural Systems ST. Lucie County, PCrmitting Address/Phone/Email 16341 Domestic Ave. Ft.Myers,FL 33912 (800)432-2204 Ext 4305 jflesher@eastemmetal.com Authorized Signature James Flesher jflesher@eastemmetal.com Technical Representative Timothy J.Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext 4314 thoard@eastemmetal.com >- Quality Assurance Representative Address/Phone/Email Category Windows0 . Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute LU Validated By National Accreditation&Management Institute (1 Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ANSI/AAMA/NWWDA 101/I.S.2 1997 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2006 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14604 R6 Eauiv FL14604 5 and 6-EO odf WOW M6=OR Wff'R a E pramm 7R=.S CR pAlm? 0 N'a C.RMARED ... ...... ..... EQ Al- '1 4-1 1/23- 1/410 A J141 46n(600-TS) 0 AK'.(60 TV i Aft—A 70 rACH d0f5r. CoWG sCT+EWS r0 nt w towE scer tZX SCRE" 4 EACH 40W. Ar Anowlom a, ac. 'o=CW" SEPAWMW W-be"e2 sEE SCHEDULE &/57M orm C—tA�r)WVXlMI lw A&L - M4Z rA?a%DM W1 2 "UR4104 f"WA00 70 GAW I NNEMPOAL TIVE to ALTERNATIVE 7/8-0,3112- -(D v4-0-20 S4 PANG AVT 0 DEW sw 6 D 0 1.7"a cl MCK PECO MED r I ' 9 iW (1,1=1 1(RE 9 . h WZD 7 Au mff0 C-1. t 0 LAO J� &5-a c W C-1. 2- 4.F�jj AM, IMEAMP V4"0 LAr /i ro4ro L *to POWMI"V AAD*Vnf 2."�"Wrt 107&a- f- z > Or PLAM t Aork yhwAom "114-!LAC'Cft--S rlov 0 Afftwrm O OF RATEVMrACED P047PAM7ty. ,A,L TERNA TI VE-9 A VAUD FOR Max. 453.- t 63.5 psALTERNATIVE I CEILING-A FLOOR MOUNTING LAT S NSTALLA sr-4Lr,114^- I' s;o u r. 114'- I' N07r FOR COMBIMnON CF MlCrOta 11=00"/=1 AWVNW�c sm/ak's Ow ar -Al c Y TO SLIT ANY INVALLATM INSTALL YON MAILS ON EXISTING WOOD BUILDINGS Till FLORIDA BUILDING CODE ("h valocHby, Nvrrlcona Zone, 4 65.0. - &W'7 0.05o'BERTHA Awmwum SrORAI PANa UP 1 1, VVSTAUA,'l0MS ARE Mr MV rOR A.S.D.DESVV PRESSURE RAWC IENGTHS UP TO.9'-0'.EXCV�r AS NOTM, o.441 7 10 72.0 psf AAO Pwa'S (2.25'DEEP WOW ab EASTE Z MR NEW WOW MAYE CONSIRUCWN.'WOW MalBOM 10 aE SOUTHERNRN METAL SUPPLY, INC TE Pwr ma 2, W/SpEcm DrAwr or a55 OR E"L TA11LIECO. "r=pr 17-100 JW7 WAPA TALO rtMa=Lk. 44 6, Tj or 1.1 Product Approval Method Method 1 Option A Date Submitted 01/05/2018 Date Validated 01/29/2018 Date Pending FBC Approval Date Approved 02/04/2018 Summary of Products FL# Model,Number or Name Description 14604.1 Series 1000 Non-Impact Aluminum Series 1000 Non-Impact Aluminum SH SH Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14604 R6 C CAC N1006177.01-114-slaned.odf Approved for use outside HVHZ:Yes FL14604 R6 C C+3,�.- NI006177 02-R2-sianed odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+45/-45 06/30/2020 Other; Installation Instructions FL14604_R6 II 08-02477.gdf Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14604 R6 AE 513233.odf Created by Independent Third Party:Yes 14604.2 Series 1431 Non-Impact Vinyl SH Series 1431 Non-Impact Vinyl SH Nailing Fin Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14604 R6 C CAC NI010607 R2 signed gdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2019 Design Pressure:+50/-50 Installation Instructions Other:Configuration:O/X Vent Size:W-44.38'H-35" FL14604 R6 II 08-005566 odf Glazing:3/4"Overall I.G. Verified By: Luis R.Lomas,P.E.Florida P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14604 R6 AE 510945.odf Created by Independent Third Party:Yes 14604.3 Series 1441 Non-Impact Vinyl SH Series 1441 Non-Impact Vinyl SH Flange Flange Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14604 R6 C CAC NI010813 R2 signed odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2020 Design Pressure:+50/-50 Installation Instructions ( � Other:Configuration:O/X Vent Size:W-50.38"H-35.13" FL14604 R6 II 08-005586.gdf Glazing: 3/4"Overall I.G. Verified By: Luis R.Lomas,P.E.Florida P.E.61514 Created by Independent Third Party:Yes Evaluation Reports FL14604 R6 AE 510947A.odf Created by Independent Third Party:Yes 14604.4 Series 2451 Impact Vinyl SH Nailing Series 2451 Impact Vinyl SH Nailing Fn Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14604 R6 C CAC NI012533-R2.Odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2022 Design Pressure-+50/-50 Installation Instructions Other:Configuration:O/X Max.Frame Size:W-48"H-72" FL14604 R6 II 08-00 62B.Odf Max.Vent Size:W-44.25"H-35"Glazing:3/4"Overall Verified By: Luis R.Lomas,P.E.Florida P.E.62514 Laminated IG Created by Independent Third Party:Yes Evaluation Reports FL14604 R6 AE 510951.odf Created by Independent Third Party:Yes 14604.5 Series 2451 Impact Vinyl SH Nailing Series 2451 Impact Vinyl SH Nailing Fin Fin REMSIOW ' REV DMROPaDR DATE N'PROYED A MANUFACTURER'S NAME CHANGE 03/04/09 1 R.L. 8 REVISED PER NEW CERTIFICATION 0$/20/14 1 R.L. NOTES' 15.FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE REQUIREMENTS OF THE FLORIDA BUILDING CODE. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16.FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 17.ALL FASTENERS TO BE CORROSION RESISTANT. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE 18.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D. METAL STRUCTURE: STEEL 1BGA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT 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. t 13.APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14.FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:0&2112014 AMVMNCF EMS "97lmbmmw~ Atturrrr w.--m®CM3 ti3.4�CEJv'q '1���i TABLE OF CONTENTS SERIES 1441 VINYL SINGLE HUNG =*ArAT 025SHEET N0. DESCRIPTION SNOTfS2 w 1 NOTES oaAml M NO, 2 ELEVATION J_A.M08-0 58 3 — 5 1 INSTALLATION DETAILS NTS I OATE 7/29/08 SHEET 1 OF 5 REWSON5 REV DESCRIPTION DATE APPROVED 53 1/2" MAX. FRAME WIDTH A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. B REVISED PER NEW CERTIFICATION 08/20/14 R.L 6" MAX. MAX.4D.C. 6" MAX. 6" MANX. - 8" MAXI O.C. 1 72" MAX. FRAME HEIGHT 32 1/2" MAX. D.L.O. 6" MAX. L48 1/2- MAX. D.L.O.--� SERIES 1441 VINYL SINGLE HUNG WINDOW EXTERIOR WEIN DESIGN PRESSURE RA flN4 IMPACT RATING ±M.OPSF NONE rEastern.0. °'• ""H- \\�uu►IUJJ�/ IOIW MVMNROID �JJ y i� �,••%G£NSF:,p SERIES 1441 VINYL SINGLE HUNG __*• 0 6 = X 72 �� ELEVATION T4 O•• EAT OF DRAWN: DWG NO. REV � ►•::OR1OQ;•� .� A.M 08-00558 B sSIONA`tEdGO�� SCALE NTS DATE 7/29/08 SHEET OF 5 /J \\ REWSIDIS 1MIN. EDGEE DISTANCE REV DESCRIPODN DATE APPROVED WOOD FRAMING A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. OR 2X BUCK B REVISED PER NEW CERTIFICATION 08/20/14 R.L BY OTHERS 1 3/8' MIN.EMBEDMENT BACKER ROD & APPROVED SEALANT SHIM SPACE #10 WOOD SCREW 1 3/8" MIN. 1/4" MAX. EMBEDMENT r SHIM SPACE INMRIOR 1/2" MIN. EDGE DISTANCE ®� x/10 WOOD D INTERIOR SCREW co EXTERIOR WOOD FRAMING OR 2X BUCK 8Y OTHERS BACKER ROD & APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL #10 WOOD WOOD FRAMWGOR2)fBLACK INSTALLATION SCREW BACKER ROD & APPROVED 1/4' MAX. SEALANT SHIM SPACE WOOD FRAMING OR 2X BUCK 1 3/8" MIN. BY OTHERS EMBEDMENT VERTICAL CROSS SECTION wWOFRAMINGOR2XBUCK lNSTAUATM W Easterrn �N � ����s1RIILlp " .._"•.".. c�o� n m.su `r`•�CENS'�'�S�i� A Luw,r.uw qwo V.w7L 1 •�� Ab7ES. SERIES 1441 VINYL SINGLE HUNG _ir•V�ATRF 1.INTERIOR AND EXTERIOR FINISHES BY OTHERS, INSTAL.LATION54 X 7DETAILS NOTSNOWNFORCLARTrY. �• 2.PERIMETER AND JOWTSEALANTBYOTHERS TOBE DRAW DNG No. REv �i��'�►S;�(pR10�: DESIGNED lNAOOORDANCE WI7NASTM E2112 AcnLME DA1E 0850558 B *'flA ONA`7��\\�� NTS 7 29 08 3 OF 5 AIJIL - SCREW EDGE DISTANCE Ar 2 1/2' MIN. REV DESCRIPT" DATE APPROVED EDGE DISTANCE A MANUFACTURER'S NAME CHANGE 03/64/09 R.4 CONCRETE/MASONRY 8 REVISED PER NEW CERTIFICATION 08/20/14 R.L. BY OTHERS `• a • •. •. ' a "•' 1 1/4' MIN. OPTIONAL 1X BUCK + ,. . •'a EMBEDMENT 1 1/4MIN. SEE NOTES 3 — l ''f __ L EMBEDMENT SHEET 1 1 j CONCRETE/MASONRY 1/4' MAX. j BY OTHERS BACKER ROD SHIM SPACE ;� 1/4' MAX. & APPROVED OPTIONAL 1X BUCK •� SHIM SPACE SEALANT SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON 3/16" TAPCON 44 2 1/2' " MIN. EDGE a • '� DISTANCE EXTERIOR INTERIOR BACKER ROD EXTERIOR & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEWSONRY INSTAlLATIQV BACKER ROD 3/16"TAPCON & APPROVED SEALANT OPTIONAL 1X BUCK —� 1/4" MAX. SEE NOTE 3 — 7 �SHIM SPACE �N1ER�AAND EXTERIOR FMfISHES,BYOTHERS, SHEEP 1 NOTSWMFOR CLARITY . 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 CONCRETE/MASONRY BY OTHERS •z . ° +as:eaAOFsrsea �11111II1j// •� a 1 1/4" MIN. 1�� E88f0rn w .,�wr `��\`s R. cp a EMBEDMENT 6^:„Cw.�o. •„ . wre�"�" "mA$" yJ. 9r11�i� a • •• s.• .....a �,�,� V lC �,. SERIES 1441 VINYL SINGLE HUNG 054 X *� 2 1/2" MIN. INSTALLATION?DETAILS T 4F ; DISTANCEEDGE REV VERTICAL CROSSSECTIONA.M °"` 08-00558 CONCRETEAVISONRYINSTAUATION — — SKU jljj�QNAt11`\\\ • NTS 7 29 OB SOF 5