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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 5 RECEIb'ED FEB 0 9 2616 7 5 Rrlit- BCIS Home_ Log In User Registration Hot Topics Submit Surcharge StaLs&Facts Publications FBC Staff BCIS Site Map Links Search ,. Business :t Professional +ss f USER:Pub!iApproval k'r1��. v ,✓ >.'_rn7uct,Ei;pry_;I iq£_�L:>P:odud or�co!!cation Search>Aoi!!catior.List>Application Detail � tf FL# FL14605 R3 Application Type Code Version Application Status Approved *Approved by DBPR.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.com Authorized Signature Timothy Hoard thoard@easternmetal.Com Technical Representative Timothy 1.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 CExteriorDoorsSubcategory xterior D=oors Compliance Method Certification Mark or Listing 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/A440 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 htti)://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7U... 2/7/2016 Florida Building Code Online Page 2 of 5 Product Approval Method Method I Option A Date Submitted 07/11/2015 Date Validated 09/18/2015 Date Pending FBC Approval Date Approved 09f22/2015 Summary of Products FL# Model,NumberorName Description 14605.1 Series 600 Non-Impact Aluminum Series 600 Non-Impact Aluminum SGD SGD Limits of Use Certification Agency Certificate Approved for use in HVHZ;No F-L.-i.46,05R3 �-O�(lL-P,2.r-Sig lied,ojf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+60.0/-60.0 IInstallation Instructions Other:Maximum 3 Panel,Multi-Track,Bypass Q8-Q25-,5.rdf Verified By: Luis R. Lomas,P.E.62514 Created by Independent Third Party: Yes i Evaluation Reports F,_-4605 R3 Ac .5 1 3 4 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 Certificate Approved for use in HVHZ:No _CAC Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/3112020 Design Pressure: +80.0/-80,0 Installation Instructions Other: Maximum 4 Panel,Multi-Track,Bypass EW 'S Verified By: Luis R.Lomas,P.E.62514 J Created by Independent Third Party: Yes Evaluation Reports FL14605 R3 AE _;134CC,.pd' Created by Independent Third Party: Yes ( 14605.3 1 Series 623 Impact Vinyl SGD Series 623 Impact Vinyl SGD Ss of Use I Certification Agency Certificate Approved for use iojwwZi- FL4605 R3 C CAC Lm)'11:3-- Approved for P.-I-outside HVHZ: j Quality Assurance Contract Expiration Date Impact Re ' ant:Yes 05/31/2016 Design Pr ssure:+50.0/-50.0 Installation Instructions Other: Ma anel Bypass,2-Track FL14605 R3 11 Verified By: Luis R.Lomas, P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports FL14605.,R3 AE 5J2351 .11 f -........... �,8 �L 14605 R3 AE DeCeLffli.--ick PVC N-_)A-�Q-1203.02.P FL14605 R3 AE NOA 14-0423.17.PDF Created by Independent Third Patty: Yes 14605.4 I Series 623 Impact Vinyl SGD Series 623 Impact Vinyl SGD Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1.405 R3 C Com;-C Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2016 Design Pressure: +50.0/-50.0 Installation Instructions Other:Maximum Size: 192"x 96"4 Panel Bypass,2-Track FL_4G05_R? jILL Verified By: Luis R. lomas, P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14605 P.3 AE 51n,--.0ADdf FL 1 460S R3 A E DeCeUn'nck PVC NOA 7?G3.C_*?.P1D FLA4605._R3 ..Created by Independent Third Party: Yes 14605.5 Series 623 Non-Impact Vinyl SGD Series 623 Non-Impact Vinyl SGD Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL146-0S R3 C CAC N10111154.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No j 04/30/2016 1 Installation Instructions http://www.floridabuilding.org/pr/nr_app_dtl.aspx?param=wGE VXQwtDgsw8Z VNfe8A7U... 2/7/2016 aevlsfaus DME I hVVNpVF^, A REVISED W;TALLATIGN -)FJAI:.S I Ggf22/i5 R.L, NOTES: 14. '.NS',ALI TION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR "HE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOl 13E USED IN REQUIREMENTS OF' THE FLORIDA BUILD!NG CODE SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH S"ECI,LED BELOW: 2. WOOD FRAMING AND MASONRY OPENING 10 BE DESIGNED AND ANCHORED TO PROPERLY A. WOOD _. MINIMUM SPECIFIC GRAVITY OF G=0,42 TRANSFER ALL LOAD; TO S?RUCTURE. -RAMING AND MASONRY OPENING IS THE B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. RESPONSIBILITY OF THE ARCH1'ECF OR ENGINEER OF RECORD, C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 3. lX BUCK OVER MASONRY/CONCREFE IS OPTIONAL. W-tERE IX BUCK IS NOT USED D. METAL_ STRUCTURE: STEEL ;8GA, 33KSI OR ALIIMINLIM 6063-T5 1/8" TI-ItC:K MINIMUM DISSIMILAR MATERIALS MUST BE SEPARATED WITH APDROVED COATING OR MEMBRANE. 15. APPROVE,) %ONFIGURATIONS: OX, XQ. 0X0 SELECTION OF COATING OR Mi MBRANE IS> THE RESPONSIBILIFY OF THE ARCHITECI OR ENGINF,ER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=T.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 CLASS D£TAI_;, 7, APPROVED IMPACT PROTECTIVE SYSTEM IS�yb_[_RtQl.11RE:D FOR THIS PRODUCT IN WIND BORNE DEBR:S REG,ONS. 8, SHIM AS REQUIRED AT EACH INSTALI.ATION ANCHOR W,TI-I LOAD BEARING SHIM, SHIM WI-F.RE 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 118 WOOD SCREWS OR EQUIVALENT WITH SUFFICIENT LENGTH TO ACHIEVE: A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE, OCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10. FOR FRAME INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE 1112 WOOD SCREWS OR EQUIVALENT WITH SUFFICIENT LENGI-H FO ACHIEVE A 1 5/8" MINIMUM! EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN !N ELEVATIONS AND INSTALLATION DETAILS, 11, FOR FRAME INSTALLATION INTO MASONRY/CONCRETE USE 1/4" 1APCONS OR EOUIVALENT WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBST'RAT'E WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN ;N ELEVATIONS AND INSTALLATION DETAILS. 12. FOR FRAME INSTALLATION two METAL STRUCTURE USE 1112 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND S'iRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. � ` (�a �g g� SIGNED:06123/2015 i X77 a7 a a rn naowrccrt,ahE srs,Enrs \\ S R. Q TABLE OF CONTE' IS ^„:: �•-1, ^A� ,.•,•- rveas.r4a,mA i *•+•\GENS •�tPri SHEcI IJO. DESCRIPTION SERIES 623 VINYL SLIDING GLASS DOOR 0„,�61 �t= ---- --- ^_--_ 144” x 96" IMPACT ' NO?ES NOTES � TAT�� _ ---r -T ------- ----_- 2 NAIL FIN ELEVATION � �• ORtQ �6 --�__—.-------------------____ --_._..-.._— oamvvNTS 07,xxc N0, aEv r C Q S ' FLAN,E ELEMA.IOI! R.L. r/FLS ...• C7 4 - ;i ! INSTALLATION DETAILS.-- .-- __ SCALEuAT- 13/12 08 F61 10F 6 A //f's101VA 111 \` j REVr.�iONS RNI OE'CIR.a I-ON onTC nRPROVCJ . • n R!.V SED INSI_nL LnT•r)N OF!nILS i 06/'l.7/ 5 R.L. --- - '---- 144" MAX FRAME WIDTH --- ---- ---'-I 6" MAX --I I---_L. 8 /j'. MAX O.0 --i 6" MAX -}------ T- — _= ----_ --- 6" MAX 14" MAX O.0 MAX MAX FRAME PANEL HEIGTFI HE:GfIi IIIn;II it 1 VVV - - — --- --- -- �- 6,. MAX _ �8 1/2" MAX ----I -- PANEL W!DTH SERIES 623 VINYL SGD EXTERIOR VIEW FLANGE INSTALLATION DESIGN PRESSURE RATING IMPACT RATING -- SIGNED:06/23/2015 ±50.OPSF LARGE AND SMALL MISSILE IMPACT ensexNnxcnRec*uRnlsrsTCNs \111111// �► aomlvalor \\ 4 0 �� I:aST_'RN NCiaL SUPPLY \�\�\� �. L0'�/�/ MIS ® // scan uomesTle avc � /� � f,n.. ., onu.rccns.nomunnala `�.,j�•y\GENSF•9iP�� SERIES 623 VINYL SLIDING GLASS DOOR *• oy6}51 *' 144" x 96" IMPACT FLANGE ELEVATION O; STATE` oenvrN. oLvc no REV �,' * '��0 RIS?•\'�� RSCALE onTr. 08-01671 A //�ss'�pNl%11. G�`\ NTS 07/13/12 3 OF 6 IN 2 112" MIN. REVISIONS DAI;' R- CONCRETE/MASONIRY A REVISF, INSTALLATION DETA,LS 06/22/15 1 RL, BY OTHER_, ........... 1 1/4" MIN. ODTIONAL IX BO'C'KEMBEDMENT TO BE PROPERLY 1 1/4" M,N- EM SECURED BEDMENT SEE NOTE 3 SHEET I CONCRFrF/MASONRY I BY , 0711ERS APPROVED -IIM SPACE SEALANT 114" MAX. OPTIONAL 1X BUC MAX. '-I T Lf SHIM SPACE 10 BE PROPERLY SECURED SEE NOPE SHEET I JI �j rAPCON -" '! t 1/4" TA.' P C 0 N - ? INTERIOR F-- f c - ( —1 L j 2 /2" MIN. F -SLI EXTERIOnj' tR-TERIOR EDGE DISTANCE {� � V EXTERIOR APPROiED "A JAMB 11,ALLATIONDETAIL 1/4 INST TAPCONC�) III CONCRETEIMASONRY INSTALLATION APPROVED JbL 4-Luo, SEALANT NOTES: I. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, OPTIONAL IX BUCK MAX• NOT SHOWN FOR CLARITY. SHIM SPACE 2. PERIMETER AND JOINT SEALANT BY OTHERS To BE TO BE PROPERLY DESIGNED IN ACCORDANCE WITH ASTM E2112 SECURED SEE NOTE 3 SHEET I CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. SIGNED:0612312015 yI aS EMBEDMENT EIrern EASTERNAAC„4rECtURAt -�q p- f SICAN-TALSYPPLY \'�S R- t 0 E N 2 1 2�L MIN. SERIES 623 VINYL SLIDING GLASS DOOR 0 51X EBSE BiS�,NmeE 144" x 96'* IMPACT INSTALLATION DETAILS TM�DF -A:�F VERTICAL CROSS SECTION CONCRETEIMASONRYINSTALLATION DRAWN. (WG No, Rry R R.L. 08-01671 A SCALE T--F A L NTS DA" 07/13/12 11111"5 OF 6 1110\\ Alk