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Home My WebLink AboutWINDOW/DOOR INSTALLATION RESIDENTIAL (5) Florida Building Code Online Page 1 of 4 �xd yr 3f'r? (� CF'ra n, �:� �� -=z.»�,.*�L•�� -.i �,��._.�}� tJ:c�ag.....1 L� ..S.......:.r ....y}�_ ..E_.l...v_...._-..- Y 7. ��.�.6r"M t 2121A...3•.`_*�, RoOa Depawentc` BCIS Home .' Login user Registration Hot Topics ; Submit Surcharge ; Stats&Facts It Publications ; FBC Staff ; BCIS Site Map i Links ; Search Business ,, ;� Product Approval Professibr-a' 41 USER:Public User R, Regulation! Product Approval Menu>Product or ADDlication Search>Application List>Application Detail �yyf Application Type New Code Version 2014 Application Status Approved *Approved by DBPR. vals by DBPR shall be reviewed and ratified by the POC and/ a Com 'ssion if necessary. Comments Archived Product Manufacturer MI W ows and Doors Address/Phone/Email 650 est Market Street Gra ,PA 17030 (7 365-3300 Ext 2560 bs' ger@miwd.com Authorized Signature B t Sitlinger b I inger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M.Unch,PE -' Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 506 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/18/2015 Date Validated 02/18/2015 Date Pending FBC Approval Date Approved 02/21/2015 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6B... 3/4/2016 Florida Building Code Online Page 2 of 4 Summary of Products FL# Mo el,Number or Name Description 17499.1 185 SH 52x72 Fn/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HV Z:No FL17499 RO C CAC MI Windows-185 SH(Fn)Imoact Approved for use outsi a HVHZ:Yes (2).pdf Impact Resistant:Yes FL17499 RO C CAC MI Windows-185 SH (Fin)Imoact Design Pressure:+5 -55 (3).)d Other:R-PG55,Missi Level D,Wind Zone 3.Glass to be FL17499 RO C CAC MI Windows-185 SH(Flange)Impact bedded in Pecora 89 sealant. (2).pdf FL17499 RO C CAC MI Windows-185 SH(Flange)Imoact (5).Ddf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 RO II 08-02544.Ddf Verified By:Luis R Lomas PE 62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 RO AE E1726.01-.02 Impact 513320 08-2544.pdf Created by Independent Third Party:Yes 17499.2 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17499 RO C CAC APC(13362)E1725.01-109-47-RO 185 Approved for use outside HVHZ:Yes SH(FLG waiver)5-SIG 1-8A 52 1-8X84 R60(100918).pdf Impact Resistant:No FL17499 RO C CAC MI Windows- 185 SH(Fin)(10).odf Design Pressure:+60/-60 FL17499 RO C CAC MI Windows-185 SH(Fin)(9).Ddf Other:R-PG55 FL17499 RO C CAC MI Windows-185 SH(Flange)(9).odf Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 RO II 08-02546.1)df Verified By: Luis R Lomas PE 62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 RO AE E1725-E1730 Non Imoact 513322 08_- 2546.odf Created by Independent Third Party:Yes 17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17499 RO C CAC MI Windows-185 SH(Fin)Imoact Approved for use outside HVHZ:Yes (4).Ddf Impact Resistant:Yes FL17499 RO C CAC MI Windows-185 SH (Fin)Imoact(5) Design Pressure:+55/-55 Done.Ddf Other:R-PG55*,Missile Level D,Wind Zone 3.Glass to be FL17499 RO C CAC MI Windows-185 SH (Flange)Imoact bedded in Pecora 896 sealant. (3).Ddf FL17499 RO C CAC MI Windows-185 SH (Flange)Impact (4).pdP Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 RO II 08-02S45.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 RO AE E1729.01-.02 Imoact 513321 08-2545.13df Created by Independent Third Party:Yes 17499.4 185 SH 5202 Fn/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17499 RO C CAC APC(13361)E1726.01-109-47-RO 185 Approved for use outside HVHZ:Yes SH(FLG waiver).Ddf Impact Resistant:No FL17499 RO C CAC MI Windows-185 SH(Fin)(11).Ddf Design Pressure:+60/-60 FL17499 RO C CAC MI Windows-185 SH(Fin)(12).pdf Other:R-PG60 FL17499 RO C CAC MI Windows-185 SH(Flange) 10 . df Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 RO II 08-02549.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 RO AE E1726 Non Imoact 513327 08-2549.1)dF Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6B... 3/4/2016 REV CRIP7ION DATE-,,] APPROVED NOTES: 15. FOR ORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH T 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 #8 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 UNIT 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 18GA, 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 APPROV 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: ALUMINUM 6063—T5. 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 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: 12/17/2014 MI WINDOWS AND DOORS v��»R 650 GRAlZ,S PA 170300370 E N 5T \rJ`�•6 •'h9/�� TABLE OF CONTENTS ` •�;� `SF•,p SHEET N0. DESCRIPTION SERIES 185 ALUMINUM SINGLE HUNG WINDOW =�[• 0 61 1 NOTES 52"X72"— LMI NOTES 2 ELEVATIONS & GLASS OPTIONS i�.t�•��' P,•�� DRAWN: DWG N0. REV /1. �ORt�•G\��` 4 — 7 INSTALLATION DETAILS SCALE DATE 08-02544 - l;ti��\� IF 8 COMPONENTS NTS 12/09/14 1 OF 8 It 111 REVISIONS ---52" MAX FRAME WIDTH --- -- 52" MAX FRAME WIDTHREV DESCRIPTION DATE APPROVED 2" MAX- -- 11" - 2" MAX 2" MAX - - 10" - -- 2" MAX MAX O.C. MAX O.C. CHART#1 Number of anchor locations required Fmme Fmme Width(fn) 2" MAX Height 18.00 24.00 30,00 36.00 42.00 48.00 52.00 / 2" MAX -T- (in) Head Jamb Head I Jamb Head Jamb I Head I Jamb Head Jamb Head Jamb I Head I Jamb / 24.00 3 3 3 3 4 3 1 4 1 3 5 3 5 3 1 6 1 3 1 1" MAX 30.00 3 4 3 4 4 4 4 4 5 4 5 4 6 4 O.C. 36.00 3 4 3 4 4 4 4 4 5 4 5 4 6 4 T 42.00 3 5 3 5 4 5 4 5 5 5 5 5 6 5 10" MAX 48.00 3 5 3 5 4 5 4 5 5 5 5 5 6 5 O.C. 84.00 3 6 3 6 4 6 4 6 5 6 5 6 6 6 72" 60.00 3 7 3 7 4 7 4 7 5 7 5 7 6 7 MAX 72 ' 66.00 3 7 3 7 4 7 4 7 5 7 5 7 6 7 FRAME MAX 72.00 1 3 1 s 1 3 1 8 4 8 4 e 5 6 5 1 6 6 e FRAME HEIGHT 4 HEIGHT CHART#2 X / Number of anchor locations required / Frame Frame Width(in) Height 18.00 24.00 30.00 36.00 42.00 48.00 1 52.00 (in) H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb 2" MA 24.00 3 3 3 3 4 3 5 3 5 1 3 6 1 3 6 3 F 2 MAX 30.00 3 4 3 4 4 4 5 4 5 4 6 4 6 4 1 36.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 42.00 3 5 3 5 4 5 5 5 5 5 6 -1-5-6 5 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW 48.00 3 6 3 6 4 6 5 6 5 6 6 6 6 6 EXTERIOR VIEW EXTERIOR VIEW 54.00 3 6 3 6 4 8 5 6 5 6 6 6 6 6 FLANGE&FINLESS INSTALLATION FIN INSTALLATION 60.00 3 7 3 7 4 7 5 7 5 7 6 7 6 7 SEE CHART#I FOR SMALLER UNITS REQUIRED ANCHORS EE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS 66.00 3 8 3 8 4 6 5 8 5 8 6 8 6 8 72, 00_ 3 1 8 1 3 1 8 1 4 1 8 5 8 5 8 6 8 1 6 8 DESIGN PRESSURE RATING PACTRATING LARGE ±55.OPSF MISSILE IMPACT HARDWARE SCHEDULE SICELEVEL D,WIND ZONE A. (2)METAL SWEEP LOCK AT 8"FROM EACH END INTERIOR MEETING RAIL B. (2)BLOCK AND TACKLE BALANCE AT JAMBS NOTES: 1/5" ANN.- - 1/8" ANN. 1. MAXIMUM SASH SIZE: 51" X 36". 3/8" -- 2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2". 1/8" ANN. - - 1/8" ANN 2. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2". .090 PVB .090 PVB SIGNED: 12/17/2014 METAL REINFORCED 1/8" ANN. - BUTYL SPACER MI WINDOWS AND DOORS ��11�I111II1i�, EXTERIOR INTERIOR EXTERIOR INTERIOR 650 WEST MARKET STREET ` J\c?R•�ptl9ii� 1__ GRATZ, PA 17030-0370 1 v,•��CENSF••d+-= 1/2" BITE SILICONE SILICONE ' 1/2" BITE SERIES 185 ALUMINUM SINGLE HUNG WINDOW = 0,: 61 *=' SEALANT SEALANT 52"X72"- LMI �•fl� �- ELEVATIONS & GLASS OPTIONS •• TATE OF SETTING BLOCK SETTING BLOCK DRAWN: DWG N0. REV �i�'t`F• CpR10Q;• GLAZING DETAIL A GLAZING DETAIL B s.E DATE O8 502E544 NTS 12/09/14 2 OF 8 _ 2 1/2" MIN, REVISIONS EDGE DISTANCE REV OESCflIP ON DATE APPROVED CONCRETE/MASONRY I BY OTHERS a c ° C OPTIONAL 1X BUCK ' .' °a. 1 1/4" MIN. SEE NOTES 3 — 7 ' ° EMBEDMENT 1 1/4" MIN. SHEET 1 r EMBEDMENT } CONCRETE/MASONRY _ 1/4" MAX. 1/4" MAX. j BY OTHERS SHIM SPACE 0 BACKER ROD SHIM SPACE & APPROVED •a SEALANT 3/16" TAPCON 3/16" TAPCON •° • o a' INTERIOR o • EXTERIOR INTERIOR 2 1/2" MIN. >. EDGE a x DISTANCE77 q. ° L • EXTERIOR BACKER ROD & APPROVED OPTIONAL 1X BUCK SEALANT SEE NOTES 3 — 7 SILL TO BE SET SHEET 1 JAMB INSTALLATION DETAIL BACKER ROD IN A BED OF CONCRETE/MASONRYINSTALLATION & APPROVED APPROVED SEALANT STRUCTURAL SEALANT OPTIONAL 1X BUCKNOTES: SEE NOTE 3 — 7 1/4" MAX. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SHEET 1 SHIM SPACE NOT SHOWN FOR CLARITY. 2,PERIMETER AND JOINT SEALANT BY OTHERS TO BE } DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE/MASONRY BY OTHERS '.° SIGNED: 12/17/2014 • a c MIINDOW aREST eD SDOORSII�o 650 GRATZ, PA 17030-0370 ✓•*\G E N y .,p SERIES 185 ALUMINUM SINGLE HUNG WINDOW =* 6 51 ` 52"X72"— LMI ,a ;leirlT !)a ` ICAL CROSS SECTION FLANGE INSTALLATION DETAILS TE CONCRETE/MASONRY INSTALLATION LDRAWN: DWG N0. REV FS;�l pR10P E DATE G. OB 502544 S SC NTS 12/09/14 4 OF 8 2 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY BY OTHERS d / OPTIONAL 1X BUCK o n ,<. 14 ° EMBEDMENT SEE NOTES 3 — 7 1 1 1/4" MIN. SHEET 1 I I EMBEDMENT CONCRETE/MASONRY 1/4" MAX. j BY OTHERS OPTIONAL 1X BUCK BACKER ROD SHIM SPACESEE NOTES 3 — 7 & APPROVED a SHEET 1 SEALANT 0 3/16" TAPCON 3/16" TAPCON 1/4" MAX. SHIM SPACE • o IN TERIOR Uih�Ur EXTERIOR INTERIOR 2 1/2" MIN,EDGE DISTANCE EXTERIOR D & APPROVED SEALANT SILL TO BE SET JAMB INSTALLATION DETAIL BACKER ROD IN A BED OF CONCRETEIAIASONRYINSTAL4ATION & APPROVED APPROVED SEALANT STRUCTURAL SEALANT OPTIONAL 1X BUCK NOTES: T�' 1/4" MAX. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, L SEE NOTE 3 - 7 SHIM SPACE NOTSHOWN FOR CLARITY. SHEET 1 2.PERMIETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 BY OTHERS CONCRETE/MASONRY • 4, e SIGNED: 12/17/2014 � d a as M650 WINDOWESTMARKETS AND STREET DOORS \\\\\\r, R C07///i d' GRATZ, PA 17030-0370 �v•4\G F Ale'lcp 1' 52"X72"— LMI SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• p,�6¢61 yk �. — ( t FINLESS INSTALLATION DETAILS TAT.E OF •�� VERTICAL CROSS SECTION0 1 i '• ��,� CONCRETE/MASONRYINSTALLATION DRAWN: DWG NO. 08-02544 REV ��sS SCALE NTS I OAT' 12/09/14 1 SHEET6 OF 8