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Home My WebLink AboutProduct Approval (5) Florida Building Code Online Page I of 2 I „X bf;da C�-P[irl)`I.°fltfl BOSS home i LD91n UserRellistratfon j Hot Tapirs Submit Surcharge Stats&FactS Publications FBCStaff BOSS-:teMap Unks A Search 3usiness,"x'), i � PduA rofessional QOUroPu SER: bilcUsctperproval PAP 4:-7r— Regulation_ !111 Pro act Approval Menu>Product or Application Eearch>APP11catiOn List>Application Detail FLS FL16133-RI Application Type Affirmation Code Version 2014 ry Application Status Approved Comments Archived Product Manufacturer MI Windows and Doorspi fn Address/Phone/Emall 650 West Market Street L (tsmw' Gratz,PA 17030 (717'365-3300 Ext 256 IF bsitlinger@miwd.com Authorized Signature Brent SlUlnger bsitlinger@)miwd.com Technical Representative Ivan Paredes M.E. Address/Phone/Email 1001 W Crosby Rd Carrollton,TX 75006 (972)242-5271 1paredes@mivid.com Quality Assurance Representative Ivan Paredes M.E. Address/Phone/Emall 1001 W Crosby Rd Carrollton,TX 75006 (972)242-5271 iparedes@miwd.com Category Exterior Doors Subcategory Sliding 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 Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Steven M.Urich,PE — Validation Checklist-Hardcopy Received Certificate of Independence &16133 RI C01 FLCOI.Dd Referenced Standard and Year(of Standard) Standard Year AAMAS06 2008 AAMA/WDMA/CSA 101/l.S.2/A440 2005 ASTM E1886 2005 ASTM C-1996 2005 Equivalence of Product Standards Certified By Sections from the Code httD://floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQwtDqvyf4ngAXhl 00b7td4... 7/24/2015 Florida Building Code Online Page 2 of 2 J-I affirm that there are no changes In the new Florida Building Code which affect my product(s)and my product(s)are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A FL16133 R1 COC FL16133-COMP.odf Product Approval Method Method 1 Option D Date Submitted 04/30/2015 Date Validated 04/30/2015 Date Pending FBC Approval Date Approved 05/06/2015 Summary of Products FL 0 =Model Number or Name - Description 16133.1----w.-.m---._ ERIESi620'ALUM NUMfSGWOX0}IMRA'Cr&SEFUES1620,ALUMINUM SGD:OXO-IMPACT 7;1�It�e�rn->.- Iitslallatitsh lnsirucfeotis"-'^j-�Ys:��;r J _ Approved for use in HVHZ:No FL16133 R1 11 08-00870B.odf Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+50/-50 Evaluation Reports Other: FL16133 RI AE 511417A.r>d Created by Independent Third Party:Yes 16133.2 1SERIES 620 ALUMINUM SGD OXXO IMPACT SERIES 620 ALUMINUM SGD Ono IMPACT Limits of Use Installation Instructions Approved for use in HVHZ:No FL16133 RI 11 08-01882.odf Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Patty:Yes Design Pressure:+50/-SO Evaluation Reports Other: FL16133 R1 AE 512572.odf Created by Independent Third Party:Yes 16133.3 SERIES 620 ALUMINUM SGD XX NON SERIES 620 ALUMINUM SGD XX NON IMPACT IMPACT !�Limits of Use Installation Instructions Approved for use in HVHZ:No FL16133 R1 II 06-013678.odf ! Approved for use outside HVHZ.•Yes Verified By:Luis Roberto Lomas 62514 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports j Other:REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN FL16133 RI AE 511984A.pdf PRESSURE RATINGS Created by Independent Third Party:Yes 16133.4 SERIES 620 ALUMINUM SGD XXO NON SERIES 620 ALUMINUM SGD XXO NON IMPACT a IMPACT Limits of Use Installation Instructions Approved for use in HVH2:No FL16133 R1 U 08-01880.Pdf Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514 i Impact Resistant:No Created by Independent Third Party:Yes I Design Pressure:N/A Evaluation Reports Other:REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN FL16133 RI AE 51.2570.odf 1PRESSURE RATINGS Created by Independent Third Party:Yes 16133.5 SERIES 620 ALUMINUM SGD XXXO NON SERIES 620 ALUMINUM SGD XXXO NON IMPACT IMPACT Limits of Use Installation Instructions Approved for use In HVHZ:No FL16133 R1 ii 08-01881FL.pdf Approved for use outside HVH2:Yes Verified By:Luis Roberto Lomas 62514 I i Impact Resistant:No Created by Independent Third Party:Yes I Design Pressure:N/A Evaluation Reports 3 Other:REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN FL76133 R1 AE 512571.odf !PRESSURE RATINGS Created by Independent Third Party:Yes Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coavdnht 2007-20I3 State of Florida.::Privacy Statement::Accessibility Statement::Refund StatemenS Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a publfc-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 Ocensed under Chapter 455,F.S.must provide the Department With an email address if they have one.The malls provided may be used for offidal 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 U you are a licensee under Chapter 455,F.S.,pleas(. click hem— Product cam.Product Approval Accepts: I— pial F,;;.7,1 stvuri1v.,n 1'nit'.Y WOO httn://floridabuilding.org/pr/pr app_dtl.aspx?param=wCTEVXQwtDgvyf4ngAXhl00b7td4... 7/24/2015 6" MAX. --{ 16" MAX. q,C. -. (�6" MAX. REVISIONS TYP. REV DESCRIPTION DATE APPROVED 10" MAX, f T - NOTES: .20" MAX. O.C. 1) 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 + a a BE 1/4". t N 2) FOR ANCHORING INTO MASONRY USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO x ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE 0 o DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS = s 3 FOR`�As"YC»0121NG !N per f2ATv1iNG OR 2X 9UCK (ISE9 4 tS�00D 5CRE'Y W11}! " INSTALLATION ANCHOR o �FIICIE SLE T `TO"ACi4!EVE- 1155°/8"""MIN(MUPd CA{BED)%t i TO��18 1R tE7FP�2 SEE NOTES THIS PAGE m oNu�sD, SI(L $ND�J9t985 AND`1 3j8 l fMt F# EMBEDMENT!ki4$SUBS Rd3=E R:H AND lNSTALIATION e mTRIP LOCATE'ANCHORS_AS SHOWN It3 ELLE11�rA7(O"S AIUD"1f STP_LLli�{ON OEIAIL5 DETAILS `Li 4):;'pR ANCti0i2tNG ti00K-STRIP iNSTAtt"(T)ANCHOR Ai EACH ANCHOR LOCATION. 1 _ 5) FOR ANCHORING 2, 3 AND 4 TRACK FRAMES INSTALL (2) ANCHORS AT EACH ANCHOR 10" MAX LOCATION IN HEAD, SILL AND JAMBS. �-'- 6) ALL FASTENERS TO BE CORROSION RESISTANT. 7) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SERIES 62016301640 ALUMINUM SLIDING GLASS DOOR-IMPACT SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 4PANELUN)TSHOWNAA)CHdRLAYOUTlSAPPLICABLETOALLAPPROYED A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. CONFIGURATIONS,SEE CHARTS BELOW FOR REQUIRED NUMBER OF ANCHOR LOCATIONS. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR 0 1 eroFoheharlOC12 onsreq rOp+33jyY�ckystnft+i2,,+noh ilocpfdan) GREATER). Frame Single Pane!and 2 Panel Unit Width(In) Height 24.0 1 30.0 30.0 42.0 F111150:011115°" (In) 48.0 00.0 72.0 84.0 90.0 HE Jamb H&S Jamb HSS Jamb H85 Jamb tR&SY Jamb 80.0 4 4 4 4 5 4 0 4 mc7m ar4- 84.0 4 5 4 S 5 5 8 5 7 5 80.0 4 5 4 5 5----S- S S 7 5 90,0 4 1 5 4 5 5 5 0 5 7 5 Numbor of anchar locations required far 3 crack units f2 anchors per locsUon) Frome Single Panel and 3 panel Uah Width 11n) Height 240 30.0 3&0 42.0 49.0 (in) 7Z0 00.0 109,0 120.0 144.0 118S Jamb HAS Jamb N&S Jamb HAS Jemb H8S Jamb 80.0 S 1 4 B 4 7 4 a 4 10 4 84.0 S 5 S 5 T--5 9 5 10 5 00.0 5 5 a 5 7 5 0 5 10 5 90.0 5 S 5 7 5 9 5 10 5 Number of anchor locations required for 4Track unit sf2oncharsporlocatlon) MI WINDOWS AND DOORS \\\1ti1i1/j�/ From S1ngWPaneland 4Panel Unit WidthQn) 650 WEST MARKET STREET R L0'19��rFr 24.0 30.0 3s,o 42.0 48.0 GRANTZ, PA 17030-0370 GEN r Haight ••'•••'• 9 r (in) s5o :2oa 144.0 f06.0 192.0 v,�\ 8F••tA NSS Jamb HSS Jamb HSS Jamb H85 Jamb HSS Jamb ..", eoo 7 a e 4 10 4 11 4 13 a SERIES 620/630/640 ALUMINUM SGD ** , 10 61 94.0 7 S 0 5 10 5 N S 13 s IMPACT +"pa/I't` 90.0 7 s 8 5 10 5 » s 13 5 ANCHORING LAYOUT AND NOTES •• - ee.o 7 5 6 5 10 s 11 s 13 s o��•• TAT P•,��: DRAWN: DwD N0. REV rCORM•G�titi �LE NTS D4TE 12j20j2012B SQ�224F 7 _ r�i�//SfpNAl1��\`�', REVISIONS 2X BUCK/WOOD FRAMING REV DESCRIPTION PATE APPROVED BY OTHERS, 2X BUCK TO BE PRDPERLY SECURED #14 WOOD SCREW 1 5/8" MIN. APPROVED SEALANT EMBEDMENT BY OTHERS —1/T MAX. SHIM 1 5/8" MIN. rtJ4" MAX. #14 WOOD EMBEDMENT 1 SHIM SCREW ,a v INTERIOR #1 WcioD CREWe i� EXTERIOR INTERIORIL EXTERIOR � APPROV�ial?y#S AI QNT 2X_BUCK�OFRAN,G' Y OTHERS ';' BY OTHERS, 2X BUCK TO BE PROPERLY SECURED HORIZONMAOCROSS SEQTION_ 2ZT,AAM,FK.4IWE,NSTA&4Tl0N ' rt��REV 000�� 1 II II 2X BUCK/WOOD FRAMING APPROVED SEALANT BY OTHERS, 2X BUCK TO BY OTHERS :'. ' BE PROPERLY SECURED a r. 1 5/8" MIN. EMBEDMENT MI WINDOWS AND DOORS650 �1�uiirrrrr�� YdK70Dk= ' GRANTZ TPAAR7O30 0370 KET STREET '�GENs'�I 'i' VETIiAZCRt}SSECTIC?N SERIES 620/630/640 ALUMINUM SGD 0X06-7 k= IMPACT �� TALLreQTIOINSTALLATION DETAILSST 2X8U wi FRAbtINQ �� DRAWN: DWO NO. REV �:��0R\0.- SCALE NTS °ATE 12/20j24128 spEEr420F 7 //, SidNAL4 �G�N\` REVISIONS 2X BUCK/WOOD FRAMING REV IE APPROVED BY OTHERS, 2X BUCK TO BE PROPERLY SECURED APPROVED 1 5/8" MIN. SEALANT EMBEDMENT BY OTHERS 1 5/8" MIN. 1/4" MAX. EMBEDMENT SHIM INTERIOR SHIM #14 WOOD n-1---1 SCREW #14 WOOD #14 WOOD SCREW SCREW 2X BUCK/WOOD FRAMING x BY OTHERS, 2X BUCK TO BE PROPERLY SECURED EXTERIOR y INTERIOR EXTERIOR APPROVED SEALANT #14 WOOD #14 WOOD BY OTHERS HORIZONTAL CROSS SECTION SCREW SCREW 3 TRACK/4 TRACK FRAME INSTALLATION 2K BUCKIWOOD FRAMING If If 3 rRACKSHOWN,4 TRACKSIMILAR APPROVED 2X BUCK/WOOD FRAMING - SEALANT BY OTHERS, 2X BUCK TO BY OTHERS BE PROPERLY SECURED 1 5/8' MIN. EMBEDMENT MI WINDOWS AND DOORS . 650 WEST MARKET STREET .L o GRANTZ, PA 17030-0370 E N '9 VERTICAL CROSS SECTION SERIES 620/630/640 ALUMINUM SGD 0 5 r 3 TRACK14 TRACK FRAME INSTALLATION IMPACT 2KRUCKIWOOD FRAMING INSTALLATION DETAILS TAT it'F44 3 TRACK SHOWN,4 TRACK SIMILAR DRAWN: Dwo NO. REV *610111). V.L. NAA 1 I I /IOAL- ISCALE NTS JA'c 12/20/201208-ISH0EET8682 OF 7 11111110 Alk,