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Home My WebLink AboutProduct Approval (3) Regulation Bas Home I Log In User Registration ', Hot Topics Submit Surcharge Stats 9 Facts I Publications ! F Slatf_;_.SCIS SiteMep Links i Search Florida LREC-EEIVED I r OP ER:Pub Approval �i I USER:Public User , 2018Product Approval Menu>Product or Aoslication Search>Application List>Application DetailVf pori"fllttltl6 • • FL# FL15351-R5 Application Type Revision Code Version 2017 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 MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slide Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association `. Validated By Steven M. Urich, PE �c. Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year t' AAMA 506 2011 AAMA/WDMA/CSA 101/I.S. 2/A440 zoos Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 01/03/2018 Date Validated 01/21/2018 Date Pending FBC Approval Date Approved 01/22/2018 Summary of Products FL# Model,Number or Name Description 15351.1 HS 188 Fin and Flange Frame 73x62 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15351_K_(_SAr_APC 97429.01-109-47 Fin and I Approved for use outside HVHZ:Yes 97435.01-109-47 Flangg,p_df Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +55/-55 02/16/2019 Other:LC-PG55.Glass must comply with ASTM E1300-04. Installation Instructions FL 1_R5_II_188 HS FIN 73x62 DP55 As Tested 97429.O1.pdf FL15351_R5_II 188H5 Flange Non-Impact Fastener Schedule 08-01023B.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15351R5_AC5115888.Ddf Created by Independent Third Party:Yes 15351.2 HS 188 Fin and Flange Frame XOX 120x62 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15351_g5_CCAL_APC 99775.01-109-47 Fin and Approved for use outside HVHZ:Yes 99780.01-109-47 Flangg,(Ldf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure:+40/-55 04/15/2019 Other: HS-LC40 Installation Instructions FLl 5 _R5 IL188HS XOX Flange Non-Impact Fastener Schedule 08-011565.p f FL15351R5_II Installation Instructions- 188 HS f=)_& Tested 99775.Oi,pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports j FL15351_R5_AE_5117258.pdf Created by Independent Third Party:Yes 15351.3 HS 188 Fin Frame 73x62 Laminated Insulated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL15351 R _C CAC APC 97356.01-109-47-RO 97429.01- Approved for use outside HVHZ:Yes 109-47-RO .pd Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 02/16/2019 Other:HS-LC55.Missile Level D,Wind Zone 3. Glass Installation Instructions consisted of 1/8"annealed outer lite,air space, 1/4"annealed FL15351_R5_ I Installation Instructions - 188 HS Impact FIN laminated glass comprised of 2 sheets of 3/32"glass and 73x62 Product 3.p—df 0.090"thick PVB by Solutia.Glass was bedded in Dow 995 Verified By: American Architectural Manufacturers Association silicone with a 5/8"glass bite. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15351.4 HS 188 Fin Frame 73x62 Laminated Glass Limits of use Certification Agency Certificate Approved for use in HVHZ: No FL15351_R5_CCAC APC 97356.01-109-47-RO 97432.01- Approved for use outside HVHZ: Yes 109-47-RO Prod 14.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 02/16/2019 Other: HS-LC50. Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 2 sheets of 3/32"annealed with 0.090" PVB by FL 5 _g5_II_Installation Instructions- 188 HS Impact FIN Solutia. Glass was bedded in Dow 995 silicone with a 5/8" 73x62 Product 4.pdf glass bite. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: —�� Evaluation Reports Created by Independent Third Party: j:Approved HS 188 Flange Frame 73x62 Laminated Gla se Certification Agency Ce ificate for use in HVHZ: No FL15351_R5_CCAC APC 97354.01-109-47-RO 97433.01- for use outside HVHZ:Yes 109-47-RO.1sistant:Yes Quarrly Assurance Cont ct Expiration Date essure: +45/-45 of/o5/zoi9 LC4S. Missile Level D,Wind Zone 3. Installation Instruct' ns i FL15351_g5_� I n Instructions 08-01161B.;20 Verified By: Lu' . Lomas, PE PE-62514 Created dependent Third Party:Yes Ev ron Reports I i REVISIONS REV DESCRWRON DATE APPROVED 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. TRANSFER ALL LOADS TO STRUCTURE. FRA 2. WOOD FRAMING AND MASONRY OPENING A BEDESIGNED AND MAND MASONRY OPENING IS THE AND ANCHORED TTHE PROPERLY 16. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 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 2,000 PSI. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH f'm=2,000PSI MINIMUM. BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D. METAL STRUCTURE: STEEL 16GA (.060") FY=33KSI/FU-52KSI OR MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ALUMINUM 6063-T5 FU-30KSI 0.045" THICK MINIMUM 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED 19• APPROVED CONFIGURATIONS: X0, OX 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. 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 ALUMINUM 6063-T6. 12. UNITS MUST BE GLAZED PER ASTM E1XLL1,-Q4, SEE SHEET 2 FOR GLAZING DETAILS. 13. APPROVED 1 OTECITVE SYSTEM IS NOT R O IIRED FOR-THIS PRODUCT IN WIND BO KRIS REGIONS. 1 OR ANCHORING INTO MING OR 2X BUCK USE #10 WOOD SCREWS SUFFICIENT LE TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE, LOCA ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:02/09/2016 MI WI 9D0 00 uKEs of DOORS, LLC p��i�� PARKWAY FLOWER MOUND, TX 75028 v,�v\GENSFgiP''� TABLE OF CONTENTS SERIES 188 ALUMINUM HORIZONTAL SLIDING WINDOW _*• 018�26 SHEET NO. DESCRIPTION IMPACT RESISTANT � AT rrE OF ; NOTES 1 NOTES LlDAA DwG NO. REV �i'�`••FCORIOP•\ 2 ELEVATION 08-02871 _ //�SS�..•��C�\�� 3 - 5 INSTALLATION DETAILS 02/08/16 1 SHEET I OF 5 Illy REVISIONS REV DESCROMON DATE APPROVED 72 7/8" E WIDTH 3" MAX. MAX O.C. 3" MAX,_ 6" AX. 13" X 0 F REQUIRED 7 NU ER OF ANCHORS r SEE HART #1 61 7/8" MAX. FRAME O HE Chart k1 Number of anchor locations required Frame Frame Width In) Height 36.00 48.00 1 60.00 72.875 j (In) Head Jamb Head Jamb Head Jamb Head Jamb 24.00 4 2 6 2 7 2 8 2 30.00 4 3 8 3 7 3 8 3 36.00 4 3 6 3 7 3 8 3 6" MAX. 42.00 4 4 6 4 7 4 8 4 48.00 4 4 6 4 7 4 8 4 SERIES 188 ALUMINUM HORIZONTAL SLIDING WINDOW s4.o0 a 5 6 5 7 5 8 5 EXTERIOR VIEW 60.00 4 5 6 5 7 5 B 5 61.875 4 5 6 5 7 5 8 5 DESIGN PRESSURE RATING IMPACT RATING / t55.OPSF LARGE AND SMALL / MISSILE IMPACT MISS EL D,WIND ZONE 3 5/8" 3/32" ANN. .090" PVB BY EASTMAN 1/8" ANN. INTERIOR 3/32" ANN. SIGNED:02/092016 NOTES: EXTERIOR DOW 995 LLC �\++1111rrIII 1. MAXIMUM SASH SIZE: 35 7/8" X 59 1/4" SILICONE MI WINDOWS & DOORS, \� R, L 0'///� 2. MAXIMUM D.L.O.: 34 1/2" X 58 5/8" 1900 LAKESIDE PARKWAY \\J\5. 41,9�i� 3. (2) 3 1/4" X 3/16" WEEP NOTCH AT 3" FROM EACH END SILL FACE. 58 GLASS FLOWER MOUND, TX 75028 \��,••��GENSF,S' \ = SERIES 188 ALUMINUM HORIZONTAL SLIDING WINDOW _*�• /�0,,651 k= IMPACT RESISTANT �{(�N HARDWARE SCHEDULE �•p f $$ A. 2 METAL CAM-LOCKS AT 61/2"FROM EACH END OF LOCK STILE ELEVATION ��O•• TAT OF• C. (2)VINYLIPULLTABAIN61/2'FROM EACH ENDOSPRING AT EACH END OSCREENPUF SCREEN OCK LLSTILELE GLAZING DETAILS DRAWNwrE DW(;No. 08 SHEET REV �i�/��s`SlONA O�'0\ D. (1)ALUMINUM ROLLER ATINTERIOR SILL TRACK NTS 02 08 16 2 OF 5 REVISIONS REV DESCRIPTION Doh APPROVED 1/2' MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 1 1/4" MIN. 1 1/4" MIN, 1/4" MAX. EMBEDMENT EMBEDMENT SHIM SPACE _ t { WOOD FRAMING OR 2X BUCK BACKER ROD 1/4" MAX. BY OTHERS INTERIOR & APPROVED SHIM SPACE SEALANT 10 WOOD SCREW 1/2" MIN. #10 WOOD SCREW EDGE DISTANCE T- EXTERIOR INTERIOR EXTERIOR BAC ROD PPROVED SEALANT JAMB INSTALLATION DETAIL SILL TO BE SET WOOD FRAMING OR 2X BUCK INSTALLATION IN A BED OF APPROVED SEALANT BACKER ROD & APPROVED 1/4" MAX. SEALANT SHIM SPACE NOTES., 1. INTERIOR AND EXTERIOR FINISHES,BYO WOOD FRAMING NOT SHOWN FOR CLARITY. / OR 2X BUC 2. PERIMETER AND JOINTSFJILANTBYOTHERS TOBE BY S BY IN ACCORDANCE WITH ASTM E2112 SIGNED:02/09/2016 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INS TALLATION MI WINDO tWAKES DE DOORS, LLC $►1�1IILI� ��i/'/ PARKWAY FLOWER MOUND, TX 75028 `v,•v�GENSF9if'�� SERIES 188 ALUMINUM HORIZONTAL SLIDING WINDOW =*M- TATVOF IMPACT RESISTANT INSTALLATION DETAILS O -,wirzz � iDRAWN: DWO N0. REV �i .S'c(pRlOp;.� �� sc"E �NTS D" 02/08/16 08 SOEET 3 10F 5 ///7SIOI111A111�?\\\\ REVMIM REV DESCMP71ON MTE APPRovEu 3/4" MIN EDGE DISTANCE METAL1/4" MAX. STRUCTURE F _ SHIM SPACE BY OTHERS METAL 1/4" MAX. APPROVED STRUCTURE SHIM SPACE SEALANT BY OTHERS INTERIOR #10 SMS OR 10 SMS OR SELF DRILLING SCREWS SELF DRILLING SCREW 3/4" MIN. EDGE DISTANCE — _ _ _ — _ EXTERIOR INTERIOR BACKER ROD EXTERIOR do APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT BACKER ROD 6c APPROVED SEALANT 1/4" MAX. NOTES: SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, METAL NOT SHOWN FOR CLARITY. STRUCTURE 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE BY OTHERS DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:02/09/2016 VERTICAL CROSS SECTION ,j111I I// METAL STRUCTURE INSTALLATION MI WI 9DOlWAKEs pE DOORS, LLC R.•L p PARKWAY FLOWER MOUND, TX 75028 `v••��GENSF 9�P�'� SERIES 188 ALUMINUM HORIZONTAL SLIDING WINDOW _* oy8PrOF-lir- -13-41 IMPACT RESISTANT � ce. INSTALLATION DETAILS , TATte,0R/N.0 N: DWO NO. 08-02871REVj��s'S�COR� SCALE DATE SHEET NTS 02/08 16 4 OF 5 REOSION" REV DESCRIPTION DATE APPROVED 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS '• ° .• 1 1/4" MIN. 1/4" MAX. ° c •• 1 1/4" MIN. EMBEDMENT SHIM SPACE OPTIONAL IX BUCK ' 14' a EMBEDMENT SEE NOTES 3 - 7 • CONCRETE/MASONRY SHEET 1 r BY OTHERS a BACKER ROD OPTIONAL 1X BUCK & APPROVED 1/4" MAX. SEE NOTES 3 - 7 .° SEALANT SHIM SPACE SHEET 1 3/16" TAPCON 3/16" TAPCON INTERIOR EXTERIOR INTERIOR 2 1/2" MIN. - - - - EDGE ' DISTANCE ' 1 BACKER ROD EXTERIOR & APPROVED SEALANT JAMB INSTALLATION DETAIL SILL TO BE SET CONCRETEIMASONRY INSTALLATION BACKER ROD IN A BED OF & APPROVED APPROVED SEALANT NOTES: SEALANT 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, OPTIONAL 1 X BUCK r 1/4" MAX. NOT SHOWN FOR CLARITY. SEE NOTE 3 - 7 SHIM SPACE 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SHEET 1 DESIGNED IN ACCORDANCE WITHASTM E2112 CONCRETE/MASONRY BY OTHERS SIGNED:02/09/2016 . MI WINDOWS & DOORS, LLCLo / L e 1900 LAKESIDE PARKWAY r\��G• •SF 9� •'. •' • ° FLOWER MOUND, TX 75028 �� J EN SERIES 188 ALUMINUM HORIZONTAL SLIDING WINDOW _*• 0AP IMPACT RESISTANT �VERTIL CROSS SECTION INSTALLATION DETAILS ' $TOF CONCRETEAfASONRY INSTALLATION DRE. DATE Oft NO.N. 08-02871 REv ZHA 0N \` NTS 02 OB 16 5 OF 5 11111