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HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORSProfessionalBusiness & Regulation r BCIS. Home: Log In User Registration [ � Hot Topics I: Submit Surcharge:.I Stats &•Facts -I Publications• 1 FBc Staff I:: BCIS Site Map 1: 1inks I Search Florida ® ProductApproval" USER: Public User " Product Approval Menu > Product or Aoolicatlon Search:> Application -List > Application Detail • • FL # FL16133-R1 Application Type Affirmation .. Code Version 2014 .. . Application Status Approved Comments Archived J Product. Manufacturer: MI Windows:and Doors. . Address/Phone/Email 650 West.Market Street Gratz; PA 17030 .(717).365-3300 Ezt 2560 bsitl.i tiger@m iwd.com Authorized Signature :::: Brent Sitlinger _. bsitlinber@miwd.com Technical Representative .:'Ivan Paredes M.E. Address/Phone/Email 1001 W Crosby Rd Carrollton TX 75006 :. (972)_242-5271 iparedes@miwd.com Quality;Assurance Representative:: Ivan Paredes M.E. Address/Phone/Email 1001 W Crosby Rd : Carrollton, TX' 75006 .(972) 24 - 2 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 O .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 12/31/2017-: Validated By Steven M. Urich, PE O Validation -Checklist - Hardcopy Received: Certificate of Independence FL16133 R1 COI FLCOLodf ( ) "Standard Year - Referenced Standard and Year of Standard AA SA / 4 MA 506 8 RECO20.5 Y . .... AAMA/E DMA/C lO1JI:S 2 A 40 f ASTM: 1886 ASTM E1996.. Equivalence of Product Standards Certified By ... .... FL.# Model, Number.or Name p Description 16133.1 SERIES 620 ALUMINUM SGD OXO SERIES 620 ALUMINUM SGD OXO IMPACT . IMPACT Limits of Use Installation Instructions Approved for.use in HVHZ: No . FL16133 R1 II 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/-5o Evaluation Reports Other: FL16133 R1 'AE 511417A.0df Created by Independent Third Party: Yes 16133.2 SERIES 620 ALUMINUM SGD OXXO SERIES 620 ALUMINUM SGD OXXO IMPACT IMPACT Limits of Use Installation Instructions Approved for use in HVHZ:. No.: w FL16133 Ri II 08-01882.odf.. Approved for use. outside HVHZ: Yes Verified:By: Luis.Roberto Lomas:6Z514 Impact Resistant: Yes. Created by Independent Third Party: Yes.,' Design Pressure: +50/-50 Evaluation Reports Other: FL16133 RI AE 512572.odf' Created by Independent Third Party: Yes 6133.3 SERIES 620 ALUMINUM SGD XX SERIES 620 ALUMINUM SGD XX NON IMPACT NON IMPACT Limits of Use Installation Instructions Approved for.use in HVHZ:. No .: FL16133 RI II 08-01367B.odf Approved for use, outside HVHZ: Yes Verified.By: Luis.RobertoLomas:62514 Impact Resistant: No . .: Created by Independent Third Party: Yes" Design Pressure: N/A Evaluation Reports Other:_REFERTO INSTALLATION INSTRUCTIONS FOR DESIGN "FL16133 RI AE 511984A.0df PRESSURE RATINGS Created by Independent Third Party: Yes 16133.4 SERIES 620 ALUMINUM SGD°XXO SERIES 620 ALUMINUM SGD XXO NON IMPACT NON IMPACT .' Limits of Use In In Approved for.use in HVHZ:. No.: FL16133 :R1 II 08-01880.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 Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN FL16133 R3 AE 512570.odf PRESSURE RATINGS Created by Independent Third Party: Yes 16133.5 SERIES 620 ALUMINUM SGD'XXXO SERIES 620 ALUMINUM SGD XXXO NON IMPACT NON IMPACT Limits of Use Installation Instructions Approved for.use in HVHZ:. No FL16133. RS II 08-01881FL.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 -Other:TO INSTALLATION INSTRUCTIONS FOR. DESIGN FL16133 R1 AE 512571.0df ,REFER PRESSURE RATINGS' Created by Independent Third Party: Yes REYSIDNS ' ' REV DESCRIPTION DATE APPROVED .NOTES: 1), THE PRODUCT SHOWN HEREIN. IS DESIGNED. AND MANUFACTURED TO: COMPLY WITH.. .. REQUIREMENTS OF THE FLORIDA BUILDING CODE. . .... "' .... . ...... 2) WO.OD FRAMING AND MASONRY OPENING TO Bt. DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS.TO STRUCTURE. FRAMING AND MASONRY. OPENING IS THE. " RESPONSIBILITY OF', .THE ARCHITECT OR ENGINEER .OF RECORD:: .. 3) ALLOWABLE STRESS INCREASE -OF 1 /3' WAS NOT USED. IN THE DESIGN :OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.. 4') "APPROVED IMPACT PROTECTIVE SYSTEM IS"REQUIRED FOR'THIS PRODUCT' IN WIND BORNE ... .. DEBRIS REGIONS. 5) UNITS MUST BE GLAZED PER ASTM,E1300-04.:SEE. SHEET 7;FOR APPROVED GLASS. "".6) 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". " 7) FOR ANCHORING' INTO MASONRY USE 1/4", ITAPCONS WITH ; SUFFICIENT LENGTH TO :ACH(EVE A /4". MINIMUM'EMBEDMENT'INTO SUBSTRATE WITH 2' 1/2" MINIMUM EDGE DISTANCE:" LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) FOR': ANCHORING INTO WOOD FRAMING. OR 2X BUCK. USE #14: WOOD SCREW: WITH SUFFICIENT ' LENGTH'TO ACHIEVE'A"1" 5/8" MINIMUM EMBEDMENT' INTO SUBSTRATE FOR HEAD;'SILL AND JAMBS AND 1 1/2' MINIMUM EMBEDMENT INTO SUBSTRATE FOR HOOK STRIP. LOCATE " DETAILS. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION - DETAILS. 9)' FOR.ANCHORING HOOK STRIP INSTALL (1)'ANCHOR AT EACH"ANCHOR LOCATION. HOOK' , STRIP ANCHOR LOCATIONS ARE SAME AS JAMB ANCHOR LOCTIONS SHOWN ON ELEVATION. 10) FOR: ANCHORING 2;:3 AND 4 TRACK FRAMES INSTALL (2) ANCHOR AT EACH :ANCHOR " LOCATION IN HEAD,' SILL: AND JAMBS. '. 11) ALL FASTENERS TO BE CORROSION RESISTANT. 12) INSTALLATION ANCHORS SHALL. BE INSTALLED. IN ACCORDANCE WITH ANCHOR "MANUFACTURER'S" INSTALLATION 'INSTRUCTIONS;' AND ANCHORS ,SHALL NOT' BE USED' IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42' ow B. CONCRETE —. MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C=90, GRADE N, TYPE 1 (OR GREATER). 1;3) FRAME MATERIAL: EXTRUDED ALUMINUM 6005—T5 .078" THICK. 14) PANEL MATERIAL:, EXTRUDED ALUMINUM 6005-.T5 .090" THICK. ' 15) APPROVED CONFIGURATIONS SERIES 620, 2—TRACK UNITS: OX, X0, XX, OXO, XP, PX, XIP, PIX AND'PXXP. '16) APPROVED" CONFIGURATIONS SERIES' 630/640, 3—TRACK UNITS:' XIX XIIP AND 'PIIX. . wo SIGNED: 1212112012 . ... MI WINDOWS R S \�\� g L o�/i/ RA 650 �P A17E30S E ♦ \ v •v\ . • GRANTZ ?; 0370 � SF9d' ALUMINUM 620�630/640 ALU SGD SERIES:_ � *py61251 •• �'� TABLE OF CONTENTS:: _ � (��Nlrr ,TAT I SHEET N0: DESCRIPTION ELEVATION, DESIGN P ESSUP EC CHART AND NOTES Z �•' OF �� 1 NOTES No. REV 0. P•.L�. 2: _ ELEVATION AND CHARTS' DRAWN' A.P. D we — Drs8 D 08snEEr — A11��\\ 3 — 7 INSTALLATION DETAILS, AND GLAZING DETAILS SALE NTS DATE ,12/20/12: 1 OF 7 ".:..... X ..0 PANEL j IX': HEIG HT 'Or: 89 3og^ . ... 1 D" MAX. HEIGHT' TYP. Frame ... „ . _Single Panel and.2 Panel Unit Wdth(in).:. Height 24.0 30.0 - 36.0 ' 42.0 - 48.0 64.0 60.0 48.0 • 60.0 72.0 84.0 - 96.0 .108.0 • 120.0 (in) ' S. Jamb H&S ;,Jamb H&S Jamb, H&S Jamb H&S Jamb -H&S Jamb H8S Jamb 80.0 4 4: 4 4. 5 4 6: 4 7. 4 #REFI 4. 8 4. 84.0 4 5 4 5 5 5 6 5 7 5 7 - 5 8 5 .90.0 4 ::5 4 5:: , 5 5 ::6. 5 7:: 5 7 ::5 96.04 5 4 .. .. .. .. .. .. . .. .. .. .. . Number of anchor locations required for 3 antl4 track units (2 anchorsper location) 54 114" D.L.O. WIDTH PANEL WIDTH SERIES 62016301640 ALUMINUM'SGD . EXTERIOR YIEW Frame ' Single Panel and 3 Panel Unit Min (in) ' Height 24.0 72.0 30.0 •„ 90.0 36.0 1108.0 42.0 : 126.0 1 48.0 144.0 54.0 162.0 60.0 180.0 (in),. H&S I Jamb HBS Jamb N8S Jamb H8S Jamb H&S Jamb H&S Jamb H8S Jamb 80.0 .. 5 4 B 4 7 4 9 4 ..10 4 11. 4 1 12 - 4 84.0 5 5 6 5 7 5- 9 5- 10 5 11 5 12 5 80.0 5 5. 6 5. 7 5 9: 5 1 10 1 . 5 11 5: 12 5 96.0 5 5 6 5 7 5 9 5 1 10 1 5 11 5 1 12 5 .. .. .. .. ' DESIGN PRESSURE RATING IMPACT RATING ±50PSF NONE Maximum design pressure capacity chart (psn Frame: Single Panel Wdth.(in) Helghl 24.0 30.0 36.0 '42.0 48.0 54.0 60.0 (In) Pos Meg Pas Meg Pas Nag Pas Neg Pos Neg Pas Neg Pas Neg 80.0 50.0 .75.0 150.0 75.0 50.0 75.0 50.0 75.0 50.0 . 73.7 50.0 69.2 50.0 66.0 84.0 50.0 ' 75.0 " 50.0 , .75.0.74.8 50.0 ' 68.8 50.0 '84.3' ' So.0 81.1 90.0 - 50.0 75.0 50.0 75.9 50.0 f 75.0 50.0 68.3 - 50.0 62.5 - 50.D 58.2 50.0 55.D 96.0 50.0 75.0 50.0 -75.0 50.0 70.5 60.0 62:9 50.0 57.3 • 50.0 53.1 50.0 50.0 _. MI: 650 MARKET DOORS T,,``0q, RI(•Lio�q//� GRANTZ,"PA• 17030 0370 ` r••��G NSA, • NON -IMPACT MINU ELEVATION,EDES GN PRESSURE CHART AND NOTES' SERIES p TA OF ; �` _.._ - - DRAWN: DWC N .. REV %�•� ���QRt • S,C^LES NT--12/20/12 OS S0ET20OF 7 �%s�ONA110�\�` z MIN. .. ..... REVISIONS SEPARATION REv DESCRIPT ON GATE APPROVED 2 1/2" MIN. •2 1/2" MIN. :. :.:... .:.:. I EDGE' DIST., .EDGE DIST. :.. MASONRY/CONCRETE BY: OTHERS . ....... d 1 ./4,MIN:. . ...., . ' EMBEDMENT 1 /4" TAPCON Q a . ..... : 1 1 4" MIN.' / 1/4`" MAX EMBEDMENT .. SHIM APPROVED 'SEALANT .. BY: OTHERS 1/4" MAX. MASONRY CONCRETE .... SHIM BY OTHERS 1X BUCK BY .OTHERS. .: 1/4" 1 X BUCK' TO' BE ....., TAPCON' PROPERLY SECURED :INT TAPCON 2:.:1/2" MIN: EDGE DIST. a am 2, MIN. O S N EPARATIO ' . .a. EXTERIOR INTERIOR 2' 1/2" MI N v :..... :. EDGE DIST". . _ TAPCON .. EXTERIOR • "' 1 X BUCK BY OTHERS, APPROVED -SEA LANT ` 1X. BUCK TO. .BE. BY OTHERS PROPERLY SECURED HORIZONTAL CROSSSECTION ' 2 TRACK FRAME INSTALLATION 1X BUCK MASONRY/CONCRETE 1. 4 TAPCON .. .. .. .. .. Il;p .. TAPCON- .. .. .. .. .. .. ... ..... NC " MASONRY/CO RETE APPNbVED SEALANT BY'OfHERS BY OTHERS. .. 1:.1 EMBEDMENT Q7 T EM . EN WINDOWS AND D00 R S IIL O�7i :MI 650 WEST MARKET STREET \�\\\lR �,�5 . i 2 1/2" MIN. � 2" MIN. ". 2: 1/2" EDGE DIST. SEPARATION EDGE DIST. 620/630/640 ALU M ;SGD SERIES:ALUMINUM Os.�261 *: -NON-IMPACT VERTICAL CROSS SECTION .. ALLA INST TION DETAILS T AT 5 E OF ; �� 2 TRACK FRAME INSTALLATION :. DRAWN'REV � ���• 1XBUCK MASONRY/CONCRETE:. A.P.• OS 01880' 7 �'• .. DATE . 5� INA NTS 12/20/12: EET3 OF 7. • .. y ., •, ,. REVISIONS 2 1/2" MIN. 3 3/4" MIN. MASONRY/CONCRETE REV DESCRIPTION DATE APPROVED EDGE. DIST. SEPARATION'I BY OTHERS a 1 1/4" MIN. EMBEDMENT ;d a 1/4" MAX. SHIM. 1 1/4" MIN. L1/4".MAX. 1X BUCK BY OTHERS, APPROVED EMBEDMENT SHI 1:X BUCK TO BE . .... SEALANT PROPERLY, SECURED BY OTHERS p 1X BUCK BY OTHERS.. .. 1/¢^ 1X BUCK TO.BE PROPERLY SECURED INTERIOR TAPCON . 1/¢ 1/4' TAPCON 'TAPCON 3 3/4" MIN. SEPARATION.. a EXTERIOR, EXTERIOR: INTERIOR ' 2 1/2" MIN.:. p EDGE DIST. Q APPROVED SEALANT - BY OTHERS HORIZONTAL CROSS SECTION 1 /4 1/4" w qMAsoNR 3TRACK14TRACK FRAME INSTALLATION TAPCON TAPCON.. . RS' 1XBUCK MASONRY/CONCRETE' BY OTHERS' II II II I 3. TRACK SHOWN, 4 TRACK SIMILAR .MASONRY/CONCRETE ...... APPROVED BY OTHERS SEALANT BY OTHERS - 1/4" IN d EM DME E MI WINDOWS AND DOORS a . 650 WEST MARKET STREET \\v�1R�!ill�i `�J\5 ' , o�//z . . 9' 2 1/2" MIN. 3 3/4": MIN. GRANTZ, PA 17030-0370 ` v•v�CENSF ••*_ EDGE DIST., SEPARATION SERIES 620/630/640 ALUMINUM, SOD*• pyG1251 - PACT NON IM =,a •✓/"Sl(Ac = VERTICAL CROSS SECTION INSTALLATION DETAILS �� ; TAT OF zr .3 TRACK14 TRACK FRAME INSTALLATION i�'cF�'c[pR}OP• IX BUCK MASONRY/CONCRETE SHOWN,4TRACK SIMILAR DRAWN: A.P.' Dwc No. OS-0188b ' REV _ //�d�S+� •. • �aG`�� / NAL \ ,77Io1111I11��\\ • 3TRACK SCALE DATE.12/2O/12, SHEETS % NTS OF ' REVISIONS 2X' BUCK/WOOD 2X BUCK/WOOD. FRAMING FRAMING BY BY. OTHERS, 2XBUCK BUCK TO REv DESCRIPTION DATE acrRovEo OTHERS, 2X BE: PROPERLY SECURED BUCK TO BE _.. PROPERLY SECURED APPROVED 1 5/811 ; MIN. SEALANT.. EMBEDMENT BY OTHERS i i 1 5/8" ,MIN. 1/4" .MAX. EMBEDMENT :SHIM A�MAX. :., '� _ w. #14 WOOD. _SHIM.: INTERIOR SCREW . .: :... #14 WOOD #14 WOOD:.:. SCREW CR S EW EXTERIOR EXTERIOR- INTERIOR ., .. ' .. 2X BUCK/WOOD FRAMING .. BY OTHERS, q. TO BE PROPERLY SECURED .. .. .. .. .. .. APPROVED SEALANT :. ..:. - BY OTHERS HOR126NTAL CROSS SECTION " # 14 . WOOD -. # 14 WOOD 3 TRACK/4 TRACK FRAME INSTALLATION 'SCREW - ' . ... .. SCREW ..,, ...,, . - '• . 2X BUCKIWOOD FRAMING ... . - • II II II II 0 II .. .. 3 TRACK SHOWN, 4 TRACK SIMILAR , 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 \�\11Rt(L07j7 650 WEST MARKET STREET / GRANTZ, PA 17030 0370" `r••��CENSol•s�' 620/630/640 ALU M "SGD SERIES.ALUMINUM *• 0 61 NON —IMPACT. •*^ _ ,o�` INSTALLATION DETAILS A T 0 VERTICAL CROSS SECTION 3 TRACK/4 TRACK FRAME INSTALLATION.. 2X BUCK/WOOD FRAMING A PEN"NT C. ow No D8 _ ' 0 REV - �4�s'S �G�N . • 3TRACKSHOWN;4TRACKSIMILAR PALDATE sow 6 S 12/20/12: OF 7