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HomeMy WebLinkAboutProduct Approval (8) Florida Building Code Online `A W IAA L File Coif 3 i fY Ili: on rI— .. BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge Stats&Facts Publications I FBC Staff I BCIS Site Map ( Links •search Florida p�'###,,, {/' e' :°; Product Approval I pi USER:Public User Li , L�ro 1 Product Approval Menu>Product or Application Search>Application us[>Application Detail FL# FL17499-RI Application Type Revision Code Version 2014 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 Single Hung "Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By - Steven M.Urich,PE W 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 r �F . . . Product Approval Method Method 1 Option A =f• N m Date Submitted 07/19/2016 APR L e L Date Validated 08/05/2016 L Date Pending FBC Approval Ublae L�'yr•. Date Approved 08/0S/2016 $g,Lucie���••_, t ` https:Hfloridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BPhSO... 4/18/2017 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 17499.1 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17499 R1 C CAC MI Windows-185 SH(Fin)Imoact Approved for use outside HVHZ:Yes (2).odf Impact Resistant:Yes FL17499 R1 C CAC MI Windows-185 SH(Fin)Imoact Design Pressure:+55/-55 (3).odf Other:R-PG55,Missile Level D,Wind Zone 3.Glass to be FL17499 R1 C CAC MI Windows-185 SH(Flange)Impact bedded in Pecora 896 sealant. (2).odf FL17499 RI C CAC MI Windows-185 SH(Flange)Imoact (5).Ddf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R1 II 08-02544A.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party:Yes Evaluation Reports J FL17499 R1 AE 513320A.Ddf Created by Independent Third Party:Yes 17499.2 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung .mits se Certification Agency Certificate Approved for use in HVHZ:No FL17499 RI C CAC APC(13362)E1725.01-109-47-RO 185 Approved for use outside HVHZ:Yes SH(FLG waiver)5-8IG 1-8A 52 1-8X84 R60(100918).odf Impact Resistant:No FL17499 R1 C CAC MI Windows-185 SH(Fin)(10).odf Design Pressure:+60/-60 FL17499 R1 C CAC MI Windows-185 SH(Fin)(9).Ddf Other:R-PG55 FL17499 R1 C CAC MI Windows-185 SH(Flange)(9).pdf Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 R1 II 08-02546A.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R1 AE 513322A.Ddf 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 RI C CAC MI Windows-185 SH(Fin)Impact Approved for use outside HVHZ:Yes (4).odf Impact Resistant:Yes FL17499 R1 C CAC MI Windows-185 SH(Fin)Imoact(5) Design Pressure:+55/-55 Done.odf Other:R-PG55*,Missile Level D,Wind Zone 3.Glass to be FL17499 R1 C CAC MI Windows-185 SH(Flange)Imoact bedded in Pecora 896 sealant. (3).odf FL17499 RI C CAC MI Windows-185 SH(Flange)Impact (4).Ddf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 II 08-02545A.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 RI AE 513321A.Ddf Created by Independent Third Party:Yes 17499.4 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17499 R1 C CAC APC(13361)E1726.01-109-47-RO 185 Approved for use outside HVHZ:Yes SH(FLG waiver).odf Impact Resistant:No FL17499 R1 C CAC MI Windows-185 SH(Fin)(11).odf Design Pressure:+60/-60 FL17499 R1 C CAC MI Windows-185 SH(Fin)(12).odf Other:R-PG60 FL17499 R1 C CAC MI Windows-185 SH(Flange) 10 . df Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R1 II 08-02549A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R1 AE 513327A.pdf Created by Independent Third Party:Yes 17499.5 185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BPhSO... 4/18/2017 1 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17499 R1 C CAC APC(13363)E1729.01-109-47-RO 185 Approved for use outside HVHZ:Yes SH(FLG waiver).Ddf Impact Resistant:No FL17499 R1 C CAC MI Windows-185 SH(Fin)(13).odf Design Pressure:+60/-60 FL17499 R1 C CAC MI Windows-185 SH(Fin)(14).Ddf Other:R-PG60* FL17499 R1 C CAC MI Windows-185 SH(Flange) (11).Ddf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 II 08-02550A.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R1 AE 513328A.odf Created by Independent Third Party:Yes 17499.6 185 Triple SH 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17499 R1 C CAC MI Windows-185 SH Triple(Fin) Approved for use outside HVHZ:Yes (3).odf Impact Resistant:No FL17499 R1 C CAC MI Windows-185 SH Triole(Fin) Design Pressure:+50/-50 (41.Ddf Other:R-PG50* FL17499 R1 C CAC MI Windows-185 SH Triole(Flange) (3).Ddf FL17499 R1 C CAC MI Windows-185 SH Triole(Flange) 4 . df Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R1 II 08-02548A.Ddf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R1 AE 513324A.Ddf Created by Independent Third Party:Yes 17499.7 185 Twin SH 10602 Fin Frame IG/SG Single Hung 10502 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17499 R1 C CAC MI Windows-185 SH Twin(Fin) Approved for use outside HVHZ:Yes (3).Ddf Impact Resistant:No FL17499 R1 C CAC MI Windows-185 SH Twin(Fin) Design Pressure:+45/-45 (4).Ddf Other:R-PG45 FL17499 R1 C CAC MI Windows-185 SH Twin(Flange) (3).Ddf FL17499 R1 C CAC MI Windows-185 SH Twin(Flange) (4)odf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R1 II 08-02547A.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R1 AE 513323A.Ddf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Convriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official 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 If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: E9 S Credit Card Safe https:Hfioridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BPhSO... 4/18/2017 REVISIONS REV DESCRIPTION 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. 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 MANUFACTURERS 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 UNITS 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 APPROVED 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. 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 3 FOR GLASS OPTIONS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS 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: 1211212014 Msso IWDOWESTM RKED STREET DOORS \`'\\\S tR Into TABLE OF CONTENTS GRATZ, PA 17030-0370 V v\C+ENS�:9cP��� SHEET NO. DESCRIPTION SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• 0 51 52"X84" NON—IMPACT -,�` 5 1 NOTES NOTES •¢` 2 — 3 ELEVATIONS _90. TAT c iA,DRAWN: DWO NO. REV / Q' •��\t<`• ORIO.•� � 4 — 12 INSTALLATION DETAILS N.G. 08 50254s — 11�?G\�\ 13 COMPONENTS DATE NTS 12/09/14 1 OF 13 r r e >.0 REVISIONS REV DESCRIPTION DATE APPROVED 52" MAX FRAME WIDTH 52" MAX FRAME WIDTH 6" MAX MAX I9D.C. 6 MAX 5" MAX �MAX 0D.C. r 1 6" MAX 6" MAX 6" MAX CHART#1 UNITS INSTALLED WITHOUT FILLERS / / Number of anchor locations required Frame Frame Width In Height 1&00 -00 30.00 3B.00 4200 48.00 52.00 (in) Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb 1 1" MAX O /O 24.00 2 2 2 2 2 2 2 2 3 2 3 2 3 2 D.C. 30.00 2 2 2 2 2 2 2 2 3 2 3 2 3 2 7& 16" MAX 00 2 2 2 2 2 2 2 2 3 2 3 2 3 2 T 4200 2 3 2 3 2 3 2 3 3 3 3 3 3 3 I O.C. 48.00 2 3 2 3 2 3 2 3 3 3 3 3 3 3 5400 2 3 2 3 2 3 2 3 3 3 3 3 3 3 T 60.00 2 3 2 3 2 3 2 3 3 3 3 3 3 3 84" 84" I se.00 2 4 2 4 2 4 2 4 3 4 3 a 3 4 MAX MAX 72.00 2 4 2 4 2 4 2 4 3 4 3 4 3 4 FRAME FRAME 78.00 2 4 2 4 2 5 z s 3 s 4 7 a 7 HEIGHT HEIGHT 84.00 z 4 2 s z s 2 s 3 a 7 4 e 4 / l CHART#2 UNITS INSTALLED WITH FILLERS Number of/ anehor locations required/ Frame Frame Width(In) Height 18.00 24.00 30.00 3&00 4200 4&00 5200 L Head Jamb Head Jamb Head Jamb Hood Jamb Head Jamb Head Jamb Head Jamb 24.00 2 2 2 2 2 2 2 2 3 2 3 2 3 2 70.00 2 2 2 2 2 2 2 2 3 2 3 2 3 2 61, MAX 6" MAX 36.00 2 2 2 2 2 2 2 2 3 2 3 2 3 2 4100 2 3 2 3 2 3 2 3 3 3 3 3 3 3 4&00 2 3 2 3 2 3 2 3 3 3 3 3 3 3 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW 000 z 3 2 3 z 3 z 3 3 3 3 3 3 3 EXTERIOR VIEW EXTERIOR VIEW s&oo 2 4 2 4 2 4 2 4 3 4 3 4 3 4 FLANGE&FINLESS INSTALLATION FLANGE&FINLESS INSTALLATION 72.00 2 a z a 2 4 2 4 3 a 3 a 3 a 78.00 2 4 2 4 2 1 4 2 4 3 4 3 5 3 b WITHOUT FILLERS WITH FILLERS 84.00 z a 2 4 z a z a 3 5 3 s 3 s SEE CHART#1 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING +60.OPSF NONE SIGNED: 1211212014 M650 WINDOWS MARKED DOORSTREET `\\\J\ ►RIlto ��i,// GRATZ, PA 17030-0370 `�,••��CENlp NOTES: SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• Oy6�51 *� 1. MAXIMUM SASH SIZE: 51" X 36". 52"X84" NON—IMPACT = ` S E FLANGE & FINLESS ELEVATIONS a70• TAT OF 2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2". i0• • 2. MAXIMUM FIXED D.L.O.: 49 1/4" X 45"• DRAWN: DWG N0. REV i'c •�[0R10P•\�'J N.G. 08-02546 - !,/,`S�ONAL SCALE NTS JDATE 12/09/14 lSHEEr2 OF 13 7j/IIfIIIIN��� �I) , r I REVISIONS REV DESCRIPTION DATE APPROVED 52" MAX FRAME WIDTH 2" MAX loll 2" MAX HARDWARESCHEDULE MAX O.C. A. (2)METAL SWEEP LOCK AT 8"FROM EACH END INTERIOR MEETING RAIL B. (2)BLOCK AND TACKLE BALANCE ATIAMBS 2" MAX / 5/8" /O 1/8" ANN. 1/8" ANN. 10" MAX / O.C. CHART#3 METAL REINFORCED Number m anchor locatienareymrea --- BUTYL SPACER Frame Frame Width(in) EXTERIOR 84" Height 18.00 24.00 30.00 36.00 4200 48.00 5200 MAX (In) H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb HBS Jamb HBS Jamb INTERIOR 24.00 3 3 3 3 4 3 5 3 5 3 6 3 6 3 FRAME 30.00 3 4 3 4 4 4 s 4 5 4 6 4 6 4 5/8" BITE SILICONE HEIGHT 36.00 3 5 3 5 4 5 s 5 5 5 6 5 6 s SEALANT 4200 3 5 3 5 4 5 5 5 5 5 6 5 6 5 4 / 54.06 3 6 3 6 4 6 5 6 5 6 6 6 6 6 60.00 3 6 3 6 4 6 5 6 5 6 6 6 6 6 SETTING BLOCK 60.00 3 7 3 7 4 7 s 7 s 7 e 7 6 7 X / MOD 3 8 3 8 4 8 5 8 5 8 6 8 6 8 GLAZING DETAIL A 7200 3 8 3 8 4 8 5 8 5 8 6 8 6 8 / 7&00 3 9 3 s 4 9 s 9 5 9 6 9 6 9 84.00 3 a 3 e 4 s s s s s 6 s 6 s 3/16" ANN 2" MAX EXTERIOR INTERIOR 5/8" BITE SILICONE 185 ALUMINUM SINGLE HUNG WINDOW SEALANT EXTERIOR VIEW FIN INSTALLATION SETTING SEE CHART#3 FOR SMALLER UNITS REQUIRED ANCHORS BLOCK GLAZING DETAIL 8 SIGNED: 1211212014 MI WINDOWSIWEST M AND DOORSTREET \\\\J\S 1►�I11�Io 9X GRATZ, PA 17030-0370 `r••��GENS�•s'`� 0,. SERIES Y85 ALUMINUM SINGLE HUNG WINDOW =*• 6�5 52"X84" NON—IMPACT FIN ELEVATION 0TAY • TAT OF DRAWN: DWG N0. REV ��'PF•'c[pROP•\ \\ N. G NTS DATE 12/09/14 08 SHEE536 SCA 0F 13 _ i��7Ss�ONA11�?G\\\ �Y 1/2" MIN REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED WOOD FRAMING 3/4" MIN OR 2X BUCK EDGE DISTANCE BY OTHERS 1 1/4" MIN. METAL 1 1/4" MIN. 1/4" MAX. EMBEDMENT STRUCTURE EMBEDMENT SHIM SPACE BY OTHERS 1/4" MAX. r SHIM SPACE BACKER ROD 1/4 MAX. + 1 2' MIS N INTERIOR & APPROVED / SEALANT SHIM SPACE APPROVED EDGE DISTANCE SEALANT #8 WOOD SCREW #8 WOOD SCREW / #8 SMS OR J/ SELF DRILLING WOOD FRAMING SCREW OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION INTERIOR r EXTERIOR INTERIOR 1IM MAX. I EXTERIOR SHIM SPACE #8 SMS OR INTERIOR SELF DRILLING SCREWS SILL TO BE SET IN A BED OF 3/4" MIN. APPROVED SILL TO BE SET EDGE DISTANCE STRUCTURAL IN A BED OF + BACKER ROD SEALANT APPROVED & APPROVED STRUCTURAL EXTERIOR SEALANT 1/4" MAX. BACKER ROD SEALANT METAL r L SHIM SPACE & APPROVED STRUCTURE BACKER ROD SEALANT 1/4" MAX. BY OTHERS & APPROVED WOOD FRAMING t SHIM SPACE SEALANT OR 2X BUCK BY OTHERS METAL STRUCTURE JAMB INSTALLATION DETAIL BY OTHERS METAL STRUCTURE INSTALLATION SIGNED: 1211212014 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL CROSS SECTION MI WINDOWS AND 650 WE, T M1R ETSTO KS O ET METAL STRUCTURE INSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW _it• 0„�51 NOTES: 52"X84" NON—IMPACT 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, �•O NOT SHOWN FOR CLARITY. FLANGE INSTALLATION DETAILS WITHOUT FILLERS ��• TAT OF tV 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: owc No. REV �O'C�• ORIOQ:•\��� DESIGNED IN ACCORDANCE WITH ASTM E2112 N.G. 08-02546 — �� �isNA L(G�G�\\ SD"LE NTS I DATE 12/09/14 ISHEET4 OF 13 ��11111fi11111� �1 2 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY BY OTHERS a OPTIONAL 1X BUCK • °a: 1 1/4" MIN. SEE NOTES 3 — 7 EMBEDMENT 1 1/4' MIN. SHEET 1 EMBEDMENT Elq CONCRETE/MASONRY SHIM SPACE 1/4" MAX. BY OTHERS r BACKER ROD SHIM SPACE & APPROVED •a SEALANT e 3/16" TAPCON 3/16" TAPCON o ti INTERIOR 2 1/2" EXTERIOR INTERIOR MIN. < EDGE v DISTANCE ° EXTERIOR BACKER ROD & APPROVED OPTIONAL 1X BUCK SEALANT SEE NOTES 3 — 7 SILL TO BE SET SHEET 1 JAMB INSTALLATION DETAIL IN A BED OF CONCRETEIMASONRY INSTALLATION BACKER ROD APPROVED & APPROVED STRUCTURAL SEALANT SEALANT OPTIONAL 1X BUCK 4" NOTES: 1 MAX. SEE NOTE 3 — 7 / 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, 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 4 .°� SIGNED: 12/12/2014 MI WINDOWS AND DOORS ��111iIIll/�ii �a• a a •°< a 650 WEST MARKET STREET ��� 5 P.- 'to ° GRATZ, PA 17030-0370 �V•��CHNS�'9s%� -4 SERIES 185 ALUMINUM SINGLE HUNG WINDOW -*�•/�,[��o,�6�b1 *� 52"X84" NON-IMPACT � , � FLANGE INSTALLATION DETAILS WITHOUT FILLERS TAR OF �+ VERTICAL CROSS SECTION O CONCRETEQASONRY INSTALLATION DRAWN: DWG NO. REV �i�'OFs�C0RVDV- . SCALE DATE 06 SHEET5 ONA�1O\\\' NTS 12/09/14 5 OF 13 1/2° MIN REVISIONS EDGE DISTANCE REV DESCRIPTION DALE APPROVED WOOD FRAMING 3/4" MIN OR 2X BUCK EDGE DISTANCE BY OTHERS 1 1/4" MIN. METAL 1 1/4" MIN. 1/4" MAX. EMBEDMENT BY EMBEDMENT SHIM SPACE BY OTHERSe#8 1/4" MAX. SHIM SPACE BACKER ROD T INTERIOR & APPROVED 1/4" MAX. 1/2" MIN SEALANT SHIM SPACE APPROVED EDGE DISTANCE SEALANT RIGID #8 WOOD SCREW FILLER #8 WOOD FILLER SMS OR SCREW SELF DRILLING WOOD FRAMING EXTERIOR SCREW OR 2X BUCK BACKER ROD BY OTHERS RIGID & APPROVED FILLER SEALANT JAMB INSTALLATION DETAIL INTERIOR WOOD FRAMING OR 2X BUCK INSTALLATION INTERIOR METAL 1/4" MAX. STRUCTURE SHIM SPACE EXTERIOR BY OTHERS EXTERIOR #8 SMS OR INTERIOR SELF DRILLING SCREWS SILL TO BE SET T- 3 4 MIN. N A BED OF SILL TO BE SET EDGE DISTANCE APPROVED IN A BED OF STRUCTURAL APPROVED i BACKER ROD SEALANT STRUCTURAL EXTERIOR & APPROVED SEALANT SEALANT 1/4" MAX. BACKER ROD _�SHIM SPACE & APPROVED RIGID BACKER ROD SEALANT ��V1/4" MAX. FILLER & APPROVED WOOD FRAMING SHIM SPACE SEALANT OR 2X BUCK BY OTHERS METAL STRUCTURE JAMB INSTALLATION DETAIL BY OTHERS METAL STRUCTURE INSTALLATION SIGNED: 1211212014 VERTICAL CROSS SECTION `111111// WOOD FRAMING OR 2X BUCK INSTALLATION WINDOWS ANDMETAL RTICALCR INSTALLATION GRA A 030- 0370 OS SECTION M6WES MA STREETS �\CEN,S '9di�-ram NOTES: SERIES 185 ALUMINUM SINGLE HUNG WINDOW ?*• 0,.�OF *� 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, 52"X84" NON-IMPACT NOT SHOWN FOR CLARITY FLANGE INSTALLATION DETAILS WITH FILLERS O'•• TA �utu� 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG N0. REV ��'��•'c[p R1DP•\�\� DESIGNED IN ACCORDANCE WITH ASTM E2112 N.G. 08-02546 - sis ONAL Sl,G\\\ lscl� NTS DATE 12/09/14 SHEET6 OF 13 /Ill llllll��� �I 2 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTON DATE APPROVED CONCRETE/MASONRY BY OTHERS 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. j BY OTHERS OPTIONAL 1X BUCK BACKER ROD SHIM SPACE '.' '90' SEE NOTES 3 — 7 & APPROVED SHEET 1 v SEALANT b RIGID FILLER 3/16" TAPCON 3/16" TAPCON 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR INTERIOR 2 1/2"MIN. < EDGE v DISTANCE ° EXTERIOR BACKER ROD RIGID & APPROVED FILLER SEALANT SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF CONCRETE/MASONRYINSTALLATION BACKER ROD APPROVED & APPROVED STRUCTURAL SEALANT SEALANT OPTIONAL 1X BUCK NOTES: 1/4° MAX. 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, SEE NOTE 3 — 7 SHIM SPACE NOT SHOWN FOR CLARITY. SHEET 1 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE/MASONRY BY OTHERS ° SIGNED: 1211212014 a MI WINDOWS AND DOORS mod' 650 GRATZ,SPA 17030 STREET0370 vJ\�\r+EN89s��� d = • •� F SERIES 185 ALUMINUM SINGLE HUNG WINDOW _*• 0,�6�51/� = 52"X84" NON-IMPACT FLANGE INSTALLATION DETAILS WITH FILLER �g1• TAT OF VERTICAL CROSS SECTION [N.G. AWN: DWG NO. REV �''F•;c[pR10P.��� CONCRETFJMASONRY INSTALLATION ALE DATE OS s0EE546 ////s70NAI`E:G\\N NTS 12/09/14 7 OF 13 �I 1/2" MIN REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED WOOD FRAMING 3/4" MIN OR 2X BUCK r EDGE DISTANCE BY OTHERS >i< METAL I 1 1/4" MIN. 1/4" MAX. STRUCTURE EMBEDMENT SHIM SPACE BY OTHERS 1/4" MAX. r SHIM SPACE BACKER ROD + T__ INTERIOR & APPROVED 1/4 MAX. 1/2" MIN SEALANT SHIM SPACE APPROVED EDGE DISTANCE SEALANT nr rrr #8 WOOD SCREW #8 WOOD SCREW #8 SMS OR EXTERIOR EXTERIOR SELF DRILLING WOOD FRAMING SCREW OR 2X BUCK BACKER ROD BY OTHERS & APPROVED SEALANT INTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION EXTERIOR INTERIOR 1/4" MAX. SHIM SPACE I #8 SMS OR INTERIOR SELF DRILLING SCREWS SILL TO BE SET IN A BED OF SILL TO BE SET 3/4" MIN. APPROVED IN A BED OF EDGE DISTANCE STRUCTURAL APPROVED BACKER ROD SEALANT STRUCTURAL ! EXTERIOR & APPROVED BACKER ROD SEALANT SEALANT 1/4" MAX. & APPROVED SHIM SPACE SEALANT METAL BACKER ROD WOOD FRAMING S IM SPACE STRUCTURE & APPROVED OR 2X BUCK BY OTHERS SEALANT BY OTHERS METAL STRUCTURE JAMB INSTALLATION DETAIL BY OTHERS METAL STRUCTURE INSTALLATION >< SIGNED: 1211212014 VERTICAL CROSS SECTION WOOD FRAMING OF?2X BUCK INSTALLATION VERTICAL CROSS SECTION MI WINDOWS AND DOORSII'LO 650 WEST MARKET STREET �� \ METAL STRUCTURE INSTALLATION GRATZ, PA 17030-0370 V•�\CENs� NOTES: SERIES 185 ALUMINUM SINGLE HUNG WINDOW wit• ,�(�0, 951 *� '�(fir — 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 52"X84" NON—IMPACT NOT SHOWN FOR CLARITY. FINLESS INSTALLATION DETAILS WITHOUT FILLERS NIIIIM AT OF2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG NO. REV ORmt �DESIGNED IN ACCORDANCE WITHASTME2112 N.G. 08-02546 — NA`SCALENTS DATE 12/09/14 SHEET8 OF 13 �\\ tl 2 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY BY OTHERS 'a. 1 1/4" MIN. OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 - 7 1 1/4" MIN. SHEET 1 , EMBEDMENT CONCRETE/MASONRY 1/4" MAX. BY OTHERS OPTIONAL 1X BUCK BACKER ROD SHIM SPACE SEE NOTES 3 - 7 & APPROVED SHEET 1 SEALANT 3/16" TAPCON 3/16" TAPCON 0v 1/4" MAX. SHIM SPACE a INTERIOR EXTERIOR INTERIOR 2 1/2" ° MIN. EDGE DISTANCE ° ° EXTERIOR BACKER ROD & APPROVED SEALANT SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF CONCRETEMASONRY INSTALLATION BACKER ROD APPROVED & APPROVED STRUCTURAL SEALANT SEALANT OPTIONAL 1X BUCK 1 4" MAX NOTES: SEE NOTE 3 - 7 / 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SHIM SPACE NOT SHOWN FOR CLARITY. SHEET 1 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE/MASONRY ° °'"' a SIGNED: 1211212014 a ° MI WINDOWS AND DOORS \\\\�s�R�I`[o4/z ° 650 WEST MARKET STREET . GRATZ, PA 17030-0370 `v•��CENSF 9s�� SERIES 185 ALUMINUM SINGLE HUNG WINDOW _*41, 0,�61251 *' 52LATIO NON-IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLER AT OF VERTICAL CROSS SECTION O. CONCRETE/MASONRYINSTALLATION DRAWN: DWG NO. REV �iFs�[ORIDP ISCALE NTS DATE 12/09/14 OB SHEE196OF 13 tI 1/2" MIN REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED WOOD FRAMING 3/4" MIN OR 2X BUCK EDGE DISTANCE BY OTHERS METAL 1 1/4" MIN. 1/4" MAX. STRUCTURE EMBEDMENT SHIM SPACE >i< BY OTHERS 1/4" MAX. SHIM SPACE BACKER ROD •� INTERIOR & APPROVED 1/4" MAX. 1/2" MIN SEALANT SHIM SPACE APPROVED EDGE DISTANCE SEALANT RIGID #8 WOOD SCREW FILLER #8 WOOD RIGID SCREW FILLER #8 SMS OR EXTERIOR SELF DRILLING WOOD FRAMING SCREW OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD RIGID & APPROVED FILLER SEALANT INTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL EXTERIOR INTERIOR STRUCTURE 1/4" MAX, BY OTHERS SHIM SPACE #8 SMS OR INTERIOR SELF DRILLING SCREWS SILL TO BE SET J IF IN A BED OF SILL TO BE SET 3/4" MIN. APPROVED STRUCTURAL N A BED OF EDGE DISTANCE BACKER ROD SEALANT APPROVED EXTERIOR & APPROVED STRUCTURAL SEALANT 1/4" MAX. BACKER ROD SEALANT SHIM SPACE & APPROVED SEALANT 1/4" MAX. RIGID BACKER ROD WOOD FRAMING —� SHIM SPACE FILLER &�APP PROVED OR 2X BUCK BY OTHERS METAL STRUCTURE JAMB INSTALLATION DETAIL BY OTHERS METAL STRUCTURE INSTALLATION SIGNED: 1211212014 VERTICAL CROSS SECTION \\�111111/////// WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS \\ VERTICAL CROSS SECTION 650 WEST MARKET STREET �N \�?R• 0�L/ o�, METAL STRUCTURE INSTALLATION GRATZ, PA 17030-0370 `V,•�\�+ENSFgcP''� SERIES 185 ALUMINUM SINGLE HUNG WINDOW =*• o„6�6 *= 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, 5ALLATIO NON—IMPACTTAT OF ` FINLESS INSTALLATION DETAILS WITH FILLERS rip• TAT OF NOT SHOWN FOR CLARITY. ��• 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG N0. REV �i'c •'c[ORIOP•\� DESIGNED IN ACCORDANCE WITH ASTM E2112 N.G. 08-02546 — ���FSS••'• �G\�\\ SCALE NTS DATE 12/09/14 ISHEET1D OF 13 ////�i 1 k� rw) `I 2 1/2" MIN. REVISIONS I^ EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY BY OTHERS `° a'' a. a. OPTIONAL 1X BUCK ° ° ' ° . ' °°a. °.a: 1 1/4" MIN. SEE NOTES 3 — 7 EMBEDMENT 1 1/4" MIN. SHEET 1 , EMBEDMENT CONCRETE/MASONRY 1/4" MAX. BY OTHERS OPTIONAL 1X BUCK BACKER ROD SHIM SPACE SEE NOTES 3 — 7 & APPROVED °v SHEET 1 SEALANT e RIGID 3/16" TAPCON 3/16" TAPCON °� 1/4" MAX. FILLER SHIM SPACE INTERIOR EXTERIOR INTERIOR 2 1/2- MIN. a ' EDGE DISTANCE a EXTERIOR J BACKER ROD RIGID & APPROVED FILLER SEALANT SILL TO BE SET JAMB INSTALLATION DETAIL IN'A BED OF CONCRETEiMASONRYINSTALLATION BACKER ROD APPROVED & APPROVED STRUCTURAL SEALANT SEALANT OPTIONAL 1X BUCK 1/4" MAX. NOTES., SEE NOTE 3 — 7 / 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, SHEET 1 F SHIM SPACE NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE/MASONRY 4...a• ° SIGNED: 1211212014 BY OTHERS as a°' MI WINDOWS AND DOORS ���1►►II111/��� °< °' °:' d•' ° 650 WEST MARKET STREET ����J\r?R• 0't19/ice Q ° GRATZ, PA 17030-0370 `r••��CEAIs',•J+�'� SERIES 185 ALUMINUM SINGLE HUNG WINDOW _*• 0,.6¢61 *- 52"X84" NON—IMPACT _y (�r �` VERTICAL CROSS SECTION FINLESS INSTALLATION DETAILS WITH FILLER �O•• TAT OF•'�v CONCRETE/MASONRYINSTALLATION DRAN.OWN: owG NO. OB-02546 R� �i�FSs;�OR10 G�Z'\� SCALE NTS DATE 12/09/14 SHEET 11 OF 13 �i11iONALI0��� s� 1 1/4" MIN. REVISIONS EMBEDMENT REV DESCRIPTION DATE APPROVED #8 WOOD WOOD SCREW FRAMING BY OTHERS r 1/4" MAX. —L SHIM SPACE 7/16" MIN EDGE DISTANCE WOOD FRAMING 1/4" MAX BY OTHERS SHIM SPACE INTERIOR 1 1/4" MIN. EXTERIOR EMBEDMENT INTERIOR #8 WOOD SCREW 7/15" MIN EDGE DISTANCE EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX NOTES: F SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, 1 NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE 3/8" MIN DESIGNED IN ACCORDANCE WITH ASTM E2112 EDGE DISTANCE #8 WOOD— WOOD SIGNED: 1211212014 SCREW FRAMING 1 1/4" MIN. BY OTHERS EMBEDMENT MsSo'WDOW ESTn KED DOORS `\\\J\5\R IfC04 T STREET VERTICAL CROSS SECTION GRATZ, PA 17030-0370 `�v,•���ENSF,d+��_ WOOD FRAMING OR 2X BUCK INSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW —it• 0 51 ••*= 52"X84" NON-IMPACT �,� � FIN INSTALLATION DETAILS ��, TAT OF �� DRAWN: DWG N0. REV %O�••F� •�� N:G. 08-02546 - � �ONAI�?G\N\� SCALE DATE SHEEP I/ \� NTS 12/09/14 12 OF 13 If III11 rl REVISIONS 2 3/16" 1 7/8" 1 3/8'f REV DESCRIPTION DATE APPROVED 2 3/16"— 13/16" L FT 2 3/16" T4 2 3/16" I u FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB CM-18501 CM-18503 CM-18553 CM-18513 ALUMINUM6063-T5.050"THICK ALUMINUM6063-T5.050"THICK ALUMINUM6063-T5.050"THICK ALUMINUM 6063-T5.050"THICK 2 5/16"—I 2 5/16" 2 5/16" -I 2 3/16 2 3/8" 3 3/8" 2 13/1 ' 3 3/4" L2 5I/16" 2 3/16" FL11, L 7T_ ANGE FRAME SILL FINLESS FRAME SILL -1 CM-18502 CM-18554 FIN FRAME SILL FIN FRAME HEAD FIN FRAME JAMB ALUMINUM6063-T5.055"THICK ALUMINUM6063-T5.055°THICK CM-18509 CM-18508 CM-16510 ALUMINUM6063-T5.055"THICK ALUMINUM 6063-T5.050"THICK ALUMINUM6063-T5.050"THICK 1 7/16" 1 1/8" 1 3/8" 3/16" 2 5/15" r 15/16" 2" 1 I 15/16" 1 L SASH STILE LOCK RAIL/STILE GLAZING BEAD CM-18507 SASH BOTTOM RAIL MEETING RAIL GLAZING BEAD ALUMINUM 6063-T5.050"THICK CM-18505 CM-18555 CM-16504 V-663 V-185 ALUMINUM6063-T5.062"THICK ALUMINUM 6063-T5.050"THICK ALUMINUM6063-T5.055"THICK RIGIDPVC.060"THICK RIGIDPVC.050"THICK SIGNED: 1211212014 MI WINDOWSIWEST MARKED DOORSTREET `\``\\s 11R111Cro GRATZ, PA 17030-0370 v '�CENs '9p SERIES 185 ALUMINUM SINGLE HUNG WINDOW _*• p, 5 *= 52"X NON-IMPACT CO y,o COMPONENTS ��0• TAT OF DRAWN: DWO NO. REV �iF [gnI - SCALE DATE 08 502546 ��i�S�ONA 111\?\\\� NTS 12/09/14 13 OF 13 Florida Building Code Onlineu .v,swd.ra. y Y% BCIS Home Log In User Registration Hot Topics Submit Surchargei Stats&Facts Pubilcatlons FBC Staff+ BCIS Site Map Links l Search ! Florida Product Approval USER:Public User 1LJ�'4JP. '"m, Product Aooroval Menu>Product or Application Search>Application List>Application Detail FL# FL15353-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Q 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 Mullions 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 Luis R Lomas,PE the 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 © Validation Checklist-Hardcopy Received Certificate of Independence FL15353 R2 COI FLCOI.pdf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710.5.3 Product Approval Method Method 2 Option B https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtf8572gvdWISXrzu... 4/18/2017 — - 1 - r��u�..—w�;✓VA'MDgtH8572gvdWISXr7u Q/1 Q/,)n t 7 REVISIONS REV DESCRIPTION DATE APPROVED NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. IN ACCORDANCE WITH SECTION 1715.5.5 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY ANCHORING NOTES: TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS DESIGN.OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION SHEET 3. FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 2) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCON WITH 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS SHOWN IN INSTALLATION DETAILS SHEET 4. DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED 3) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF DRILLING UNDER SEPARATE APPROVAL. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM 5) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS WINDOWS AND DOORS, INC. SHOWN IN WINDOW SEPARATE APPROVAL 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE 4) ALL FASTENERS TO BE CORROSION RESISTANT. LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH WINDOW OR DOOR UNIT. ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: ANCHORED AS SHOWN HEREIN. A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TYPE 1 (OR GREATER). TO THIS DOCUMENT. 6) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED. HOLES FOR SCREWS ARE NOT PRE—DRILLED BY MANUFACTURER. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH = W1 + W2 2 SIGNED:0310612012 MI WINDOWS MARKED DOORS `\`�Zp.'.Orr.?,/ GRATZ, PA 17030-0370 V••��C+ NSF•S TABLE OF CONTENTS 5765 VERTICAL MULLION *.�•////��'((••'�04 /r �*^ SHEET N0. DESCRIPTION 83" MULLION SPAN �•� q ,6erst0?�` GENERAL NOTES ��D TAT OF•�` 0 1 NOTES DRAWN: DWG NO. REV ii�Fd';�[ORI 3 CONFIGURATIONS AND DP CHART SCALE NTS DATE D1/11/12 08 S"OEET10 N OF 3 ��Qj�j� Ai1 V 5 CI n t�, Me Copy ° AssiohMRequialtim ( BCIS Home I Log In I User Registration Hot Topic Submit Surcharge Stats&Facts I Publications FBC Staff BCIs site Map I Links I Search db a `r �' ;::�Product Approval Ip 0 USER:Public User uo � Ie�ais B?drand r.'gv.�rm Product Approval Menu>Product or Application Search>Application List>Application Detail 8 • FL# FL16133-RI Application Type Affirmation Code Version 2014 Application Status Approved 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 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)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 12/31/2017 Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL16133 R1 COI FLCOI.Ddf Referenced Standard and Year(of Standard) Standard Year AAMA 506 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2005 Equivalence of Product Standards Certified By I 1* ' Sections from the Code f L-6I 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 O Yes O No 0 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# Model,Number or Name 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.Ddf 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.Ddf 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 FL16133 R1 II 08-01882.Ddf 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 R1 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.Ddf 1 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 RI AE 511984A.Ddf 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 Installation Instructions Approved for use in HVHZ: No FL16133 RI II 08-01880.Ddf 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 RI 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 R1 II 08-01881FL.Ddf 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 R1 AE 512571.odf PRESSURE RATINGS Created by Independent Third Party: Yes ;a}+ Back Next 5 I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 u The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.:: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-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 licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official 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 if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® eChecY. M Credit Card Safe REVISIONS REV DESCRIPTION DATE APPROVED NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE 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 ACHIEVE A 1 1/4" 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 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. 1 1)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 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 13)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, XO, XX, OXO, XP, PX,- XIP, PIX AND PXXP. 16)APPROVED CONFIGURATIONS SERIES 630/640, 3-TRACK UNITS: XIX, XIIP AND PIIX. SIGNED: 1212112012 MI WINDOWS� WEST MARAND TDOORS .REET �`� P- 10����'% GRANTZ, PA 17030-0370 `�,,•�\CENSF TABLE OF CONTENTS SERIES 620/630/640 ALUMINUM SGD *• py6/251 NON-IMPACT E a SHEET NO. DESCRIPTION ELEVATION, DESIGN PRESSURE CHART AND NOTES • TAT OF trJ 1 NOTES DRAWN: DWG NO. REV �:o,*S'�[pR10P G�A� 3 - 7 INSTALLATION DETAILSTAND GLAZING DETAILS SCALE NTS DATE 12/20/12 08 SHEET 180OF 7 //�/I/f/1111L11�?�\\` I t REVISIONS REV DESCRIPTION DATE APPROVED 182 1/8" MAX. O.A. FRAME WIDTH 6 TYP.X C. TYP. 6"TYP X 10" MAX. 2 96" O.C. TYP. MAX. FRAME HEIGHT 93 5/8" jMAX. Number of anchor locations required for 2Track units(2 anchors per location) X X 0 PANEL Single Panel and 2 Panel Unit Wdth(in) HEIGHT Frame 24.0 30.0 36.0 42.0 48.0 54.0 60.0 j / Fl 89 3/8" (n)Height(i 48.0 60.0 72.0 84.0 96.0 108.0 120.0 D.L.O. Has Jamb H&S Jamb H&S Jamb H&S Jamb H85 Jamb H&S Jamb H&S Jamb 10" MAX. HEIGHT 80.0 4 a a a 5 a 6 4 7 a OREFI a 8 a 84.0 4 5 4 5 5 5 6 5 7 5 7 5 8 5 TYP / / / 96.0 4 5 4 5 5 5 1 5 5 7 5 7 5 8 5 Number of anchor locations required for 3 and 4 track units(2 anchors per location) 54 1 4 60 MAX. Single Panel and 3 Panel Unit Wdth(in) / Frame 24.0 30.0 36.0 42.0 48.0 54.0 60.0 D.L.O. WIDTH PANEL WIDTH Height (�) 72.0 90.0 108.0 126.0 144.0 162.0 180.0 H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb HBS Jamb H8S Jamb SERIES 620/630/640 ALUMINUM SGD So. 5 a s a 7 a 9 a 10 a 11 a 12 6 a EXTERIOR VIEW 8. 5 5 6 5 7 s 9 5 tD 5 11 s 12 5 90.0 5 5 6 5 7 5 9 5 10 5 11 5 12 5 96.0 5 5 6 5 7 5 1 9 1 5 10 1 5 1 11 5 12 5 DESIGN PRESSURE RATING IMPACT RATING +50PSF NONE Maximum design pressure capacity chart(pso Frame Single Panel Width(in) Height 24.0 30.0 36.0 42.0 48.0 54.0 60.0 (in) Pos Nag Pos Neg Pea Nag Pos Nag Pas Neg Pos Neg Pos Neg 80.0 50.0 75.0 50.0 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 50.0 75.0 50.0 74.8 50.0 1 68.8 1 50.0 64.3 50.0 61.1 90.0 50.0 75.0 50.0 75.0 50.0 75.0 50.0 68.3 50.0 1 62.5 1 50.0 58.2 50.0 55.0 M I 6 WEST M ION D O W S KET A N D STREET DOORS `\\J\��11��II 96.0 50.0 75.0 50.0 75.0 50.0 70.5 50.0 62.9 50.0 57.3 50.0 53.1 50.0 50.0 \\ tj R` 0 GRANTZ, PA 17030-0370 `�,•�\CENSF•d+�� SERIES 620/630/640 ALUMINUM SOD *4-T19ATPOFF p1 NON-IMPACT �ELEVATION, DESIGN PRESSURE CHART AND NOTES ��p [tug 0 DRAWN: I DWI;110. REV OR1DP SCALE DATE 08 501880 - // ONAj1�SN NTS 12/20/12 2 OF 7 2" MIN. REVISIONS SEPARATION 2 1/2 MIN. 2 1/2" MIN. REV DESCRIPTION DATE APPROVED EDGE DIST. EDGE DIST. MASONRY/CONCRETE BY OTHERS p p a 1 1/4" MIN. EMBEDMENT d a TAPCON EMBEDMENT 1/4" MAX. APPROVED SEALANT BY OTHERS 1/4" MAX. T MASONRY/CONCRETE SHIM BY OTHERS 1X BUCK BY OTHERS, 1/4" 1X BUCK TO BE TAPCON PROPERLY SECURED 1/4" 2 1/2" MIN. INTERIOR TAPCON EDGE DIST. a b 2" MIN. SEPARATION a EXTERIOR INTERIOR 2 1/2" MIN. EDGE DIST. TAPCON EXTERIOR 1X BUCK BY OTHERS, APPROVED SEALANT 1X BUCK TO BE BY OTHERS I., Z f PROPERLY SECURED HORIZONTAL CROSS SECTION 2 TRACK FRAME INSTALLATION 1X BUCK MASONRY/CONCRETE / 1/4" TAPCON TAPCON II II APPROVED SEALANT MASONRY/CONCRETE BY OTHERS BY OTHERS %FFL-Ilq p a p. 1 1/4" MIN. 4 EMBEDMENT MI WINDOWS AND DOORS )�\ // 650 WEST MARKET STREET '�`� R. L��l/\5 2 1/2" MIN. 2" MIN. 2 1/2" MIN. GRANTZ, PA 17030-0370 r•��CENs� EDGE DIST. T��� III SEPARATION EDGE DIST. I -SERIES 620/630/640 ALUMINUM SGD *�• ��ffIIp 251 VERTICAL CROSS SECTION NON-IMPACT 2 TRACK FRAME INSTALLATION INSTALLATION DETAILS �.A. �STAT OF 1X BUCK MASONRY/CONCRETE DRAWN: DWG N0. REV Z0A. R10Q; JSCAPLr DATE 08 SDHEET 80 NTS 12/20/12 3 OF 7 ti 1161 REVISIONS 2X BUCK/WOOD FRAMING REV DESCRIPTION DATE APPROVED BY OTHERS, 2X BUCK TO BE PROPERLY SECURED #14 WOOD SCREW 1 5/8" MIN. EMBEDMENT APPROVED SEALANT BY OTHERS 4 1/4" MAX. SHIM 1 5/8" MIN. 1/4" MAX. EMBEDMENT SHIM #14 WOOD SCREW INTERIOR #14 WOOD AL SCREW EXTERIOR INTERIOR EXTERIOR APPROVED SEALANT 2X BUCK/WOOD FRAMING BY OTHERS BY OTHERS, 2X BUCK TO BE PROPERLY SECURED HORIZONTAL CROSS SECTION 2 TRACK FRAME INSTALLATION 2X BUCK/WOOD FRAMING #14 WOOD SCREW 2X BUCK/WOOD FRAMING APPROVED SEALANT o- BY OTHERS, 2X BUCK TO BY OTHERS BE PROPERLY SECURED 1 5/8" MIN. EMBEDMENT MI WINDOWS AND DOORS \���1111 1 1 1 z #14 WOOD WEST MARKET STREET GR \�J��\cEN GRANTZ, PA 17030-0370 SCREW 0 SERIES 620/630/640 ALUMINUM SGID 51 = NON—IMPACT � INSTALLATION DETAILS ��0• TAT OF ` v�t,� 2 TRACK FRAME INSTALLATION DRAWN: PVERTICAL CROSS SECTION N owc NO 08-01880 REu �4o11s'S O R10 2XBUCK/WOODFRAMING SCALE NTS DATE 12/20/12 SHEET4 OF 7 //j/I111111 0�� REVISIONS 2 1/2" MIN. 3 3/4" MIN. MASONRY/CONCRETE REV DESCRIPTION oAe APPROVED EDGE DIST. �� SEPARATION BY OTHERS a d d a 1 1/4" MIN. EMBEDMENT 4 a r 1/4" MAX. SHIM 1 EMBEDMENT 1/SHIMAX. 1X BUCK TOSE BE CURED1 X BUCK BY S APPROVED SEALANT �— BY OTHERS p 1X BUCK BY OTHERS, v 1X BUCK TO BE INTERIOR 1/4„ PROPERLY SECURED TAPCON 1/4" 1/4" TAPCON TAPCON a 3 3/4" MIN. SEPARATION D v EXTERIOR EXTERIOR INTERIOR 2 1/2" MIN. p EDGE DIST. d J� APPROVED SEALANT BY OTHERS HORIZONTAL CROSS SECTION 1/4" MASONRY/CONCRETE 3 TRACK14 TRACK FRAME INSTALLATION 1/4„ TAPCON BY OTHERS IX BUCK MASONRY/CONCRETE TAPCON II II II II II II 3 TRACK SHOWN,4 TRACK SIMILAR MASONRY/CONCRETE APPROVED BY OTHERS SEALANT BY OTHERS 1 1/4" MIN. aQ d EMBEDMENT MI WINDOWS AND DOORS S oi//�/ 4 650 WEST MARKET STREET \� \ h! /i 2 1/2" MIN. 3 3/4" MIN. GRANTZ, PA 17030-0370 V•��CENS� EDGE DIST. SEPARATION SERIES 620/630/640 ALUMINUM SGD *• py6126�1 `k= NON—IMPACT ,c�sW��' VERTICAL CROSS SECTION INSTALLATION DETAILS ��D• STATE QF t� 3 TRACK14 TRACK FRAME INSTALLATION ��,c�•,.� p,•ti� iX BUCK MASONRY/CONCRETE DRAWN: DWG N0. REV is CQR�O•G\\N 3TRACKSHOWN,4 TRACKSIMILAR AcnPe DATE 08 soE�aso - ////S�QNAl1Sa\\N NTS 12/20/12 5 OF 7 2X BUCK/WOOD 2X BUCK/WOOD FRAMING REVISIONS FRAMING BY BY OTHERS, 2X BUCK TO REV DESCRIPTION DATE APPROVED OTHERS, 2X BE PROPERLY SECURED BUCK TO BE PROPERLY SECURED APPROVED 1 5/8" MIN. SEALANT EMBEDMENT BY OTHERS 1 5/8" MIN. 1/4" MAX. EMBEDMENT SHIM 1/4" MAX. SHIM INTERIOR #14 WOOD SCREW #14 WOOD #14 WOOD SCREW SCREW EXTERIOR EXTERIOR INTERIOR 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED APPROVED SEALANT BY OTHERS HORIZONTAL CROSS SECTION #14 WOOD #14 WOOD 3 TRACIN TRACK FRAME INSTALLATION SCREW SCREW 2X BUCK/WOOD FRAMING II II II II II II 3 TRACK SHOWN,4 TRACK SIMILAR APPROVED 2X BUCK/WOOD FRAMING SEALANT BY OTHERS, 2X BUCK TO BY OTHERS BE PROPERLY SECURED 7. 1 5/8" MIN. EMBEDMENT MI WINDOWS AND DOORS \\�1111III�� 65D WEST MARKET STREET `���J\�?R•L0�1,��/ice GRANTZ, PA 17030-0370 .,••��CENSR,9s% SERIES 620/630/640 ALUMINUM SGD *• R54 *� NON—IMPACT INSTALLATION DETAILSOF 3 TRACK14 TRACK FRAME INSTALLATION VERTICAL CROSS SECTION DRAWN DWG No. 08-01880 R� ���o�Fiso-.I I aG\ 2X BUCK/WOOD FRAMING A P 3TRACKSHOWN,4TRACKSIMILAR scA�E NTS DATE 12/20/12 SHEEf6 OF 7 ��//��NA�11\\\\ •I � 11 REVISIONS 0 REV DESCRIPTION DATE APPROVED 1 5/8" MIN. EDGE DIST. d d 1 1/4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 15/32" O.A. IX BUCK BY OTHERS, 3/16" ANN - 1 1/16" O.A. 1 1/16" O.A. 1X BUCK TO BE PROPERLY SECURED 3/16" ANN 1/8" TEMP 1/8" TEMP 3/16" TEMP 3/13" TEMP 1/4" .100" SAFLEX HP TAPCON BY SOLUTIA EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR EXTERIOR INTERIOR ALUMINUM ALUMINUM R HOOKSTRIP INSTALLATION SPACER SPACE MASONRY/CONCRETE SYSTEM SYSTEM DOW 995 DOW 995 DOW 995 SILICONE SILICONE SILICONE 5/8" BITE 5/8" BITE 5/8" BITE GLAZING TYPE A GLAZING TYPE B GLAZING TYPE C INTERIOR 1 1/2" MIN. EMBEDMENT #14 WOOD SCREW EXTERIOR HOOK STRIP INSTALLATION 2X BUCKWOOD FRAMING MI WINDOWS STREET WEST MARKET INDOWS ANDDOORS `` ytRIILO GRANTZ, PA 17030-0370 `w•��GENs�9J,�i' SERIES 620/630/640 ALUMINUM SGD *• py!5� NON-IMPACT INSTALLATION DETAILS AND GLAZING DETAILS ��p• TAT OF DRAWN: DWG N0. REV %0A. 'cFS SCALE NTS °A� 12/20/12 08 sOEEr700F 7 ////s�O1+IlAllt��\\`\ T • FiTc Copy 10/21/2016 Florida Building Code Online �>i k ll��; +�. < < ,, *,'��'�"•'•t,�W r..T"'r"--'_"e"'7 n �a ",tw.J .::.,,,a 1 'a' ''� 'i• v "{t � � �A � Y1� A fv?' to �✓".-,. �e3 � 7 s 7�)-i [pi o a ikp 'p a y] : R �r'L����� 55"""" . �y .., ..A , s•- �. �'a„ .., 1.r"'r{rt;.r Yi icy i. �#. �;u, r C�.,Kis ti r5"y �3s i �. �X z 4 i� �.�,!/,y�;�'��y (��'�'•�]��,y� 4;.XYL�rA•Y.. f _ ...} Sv. .:J ,.y � ;.fv ih.rl"'S:'.'X''f"`.>. ��E iitui.S'JL91'9a�6161�YQial HCIS Home Log In User Registration i Hot Topics f Submit Surcharge Slats&Facts Publications ! FBC Staff BCtS Site Map Links j ,Search j adb,pr a -�- �(j 3 Product Approval ''�- USER:Public User' !: Protiixt Anpmvel 14r_nu>Pmduct or Application Search>,Ayoltration List>Application Detail t FL s FL5684-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513)770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional 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 Scott Hamitton the Evaluation Report 'Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA, Inc. a Quality Assurance Contract Expiration Date12/31/2038 Validated By Gary Pfuehler Validation Checklist-Hardcopy Received Certificate of Independence FL5684 R7 COI Certification of Independence of Evaluation Entity- GarV Pfuehler.odf FL5664 R7 COI Statement on independence of Evaluation Fntity- ScottHamilton.pdf Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By httpsJlwww.tloridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDgt45H1a2AP313NPwNxCgkgVBgM6QdsFnTg%3d 1/5 10121/2016 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 03/19/2015 _ Date Validated 03/25/2015 Date Pending FBC Approval 03/29/2015` Date Approved 66/23/2015 Summary of Products, Go to Page 1 Page 1/2 C� FL# I Model, Number or Name Description 5684.1 01 W8-09 DSIE-lr471: GD2SP, Gallery/Artistry/Expressions: Double-skin Insulated(exterior GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga, min.; interior skin 27 ga. min.)Single-Car(up to AR2LP, ED2SP, ED2LP, 4302,6202, 9'0"wide)WINDCODE®W8 Garage Door SFC68,4305, HDGR,MFR68, 6205, SFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5684 0 11 104119-Rev04-sinned.ndf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:+S4 PSF/-60 PSF Evaluation Reports Other:Max. Wind Speed(V_ult): 170 MPH. FL5684 R7 AE CBPC 111215-A,Pdf Created by Independent Third Party: No 5684.2 02 W7-09 PAN-2FI53: 73, 75, 84A, Steel Pan(min. 25 ga.)Single-Car(up to 9'0"wide) 94,98,42,42B,48,48B,4F,4RST, WINDCODEO W7 Garage Door 6RST Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5684 R7 ii 101702-Revl2-5ioned.odf Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:-+42 PSF/-48 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH. Optional Impact FL5684 R7 AE CBPC 111215-A.odf Resistant Glazing available. Created by Independent Third Party: No 5684.3 03 W7-16 PAN-2F153: 73, 75,84A, Steel Pan(min. 25 ga.)Double Car(97"to 16'2"wide) 94,98,42,42B,48,48B,4F, 4RST, WINDCODE®W7 Garage Door i6RST Limits of Use Installation Instructions Approved for use in HVHZ:Yes 171-5684 R7 it 01309-Rev15-sianed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +42 PSF/-48 PSF Evaluation Reports Other:Max. Wind Speed (V_ult): 170 MPH. Optional Impact FL5684 R7 AE CBPC 111215-A.Pdf Resistant Glazing available. Created by Independent Third Party: No 8684.4 04 W7-18 PAN-21`143: 84A, 94,98, Steel Pan(min. 24 ga.) 16'4"to 18'2"wide WINDCODE®W7 148,48B,4F,4RST Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5684 R7 11 102621-Rev07-sinned odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:+42 PSF/-46 PSF Evaluation Reports Other:Max. Wind Speed (V_ult): 170 MPH. FL5684 R7 AE'CBPC 111215-A.odf Created by Independent Third Party: No 5684.5 05 W8-09 DSIE-1F171: 4400,4401, Double-skin Insulated(exterior skin 27 ga. min.; interior skin i HDG, HDGL, HDGF,4300,4310, 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W8 (i 4301, 66,66G,67, 67G,68, 6BG, Garage Door 6200, 6201,6203,SP200,SF200, SE200 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5684 R7 11 101703-Rev1l-sianed.ndf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No J Design Pressure: +48 PSF/-60 PSF Evaluation Reports httpsJ/www.floridabuildinq.orq/pr/pr app dU.aspx?param=wGEVXCIwtDgt45H1a2AP313NPwNxCgkgV8qM6QdsFnTg%3d 215 1 .1 10121/2016 Florida Building Code Online Other:Max.Wind Speed(V_ult): 170 MPH. Optional Impact FL5684 R7 AE CBPC 111215-A.odf Resistant Glazing available. I Created by Independent Third Party: No _ 5684.6 06 W8-09 PAN-2F153: 73" 75,42, Steel Pan(min. 25 ga.)Single-Car(up to 9'0"wide) �4213, 611ST WINDCODE@ W8 Garage Door Limits of Use Installation Instructions i I Approved for use in HVHZ:Yes FL5684 R7 II 101296-Revl4-sioned.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-50 PSI Evaluation Reports Other:Max. Wind Speed(V_ult}: 170 MPH.Optional Impact FL5684 R7 AE CBPC 111215-A.Pdf Resistant Glazing available. Created by Independent Third Party: No 5684.7 07 W8-09 PAN-2F143: 84A,94, 98, Steel Pan(min. 24 ga.)Single-Car(up to 9'0"wide) 48,4B,4F,4RST(solid doors) i WINDCODE@ W8 Garage Door with no glazing Limits of Use +� _ Installation Instructions Approved for use In HVHZ:Yes FL5684 R7 11 103287-RevO4-sioned.ndf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +54 PSF/-62 PSF Evaluation Reports Other:Max. Wind Speed(V ult): 170 MPH. Solid doors. FL5684 R7 AE CBPC 111215-A,Pdf Created by Independent Third Party: No 15684.6 08 W8-09 PAN-2F143: 84A,94, 98, Steel Pan(min. 24 ga.)Single-Car(up to 9'0"wide) 48,48B 4F, 4RST(impact-resistant WINDCODE®W8 Garage Door with Impact Resistant Glazing glazing) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5684 R7 IT 103547-RevOS-signed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +48 PSF/-54 PSF Evaluation Reports Other.Max. Wind Speed(V_ult): 170 MPH. Doors with FL5684 R7 AE CBPC 111215-A.odf f Impact Resistant Glazing. Created by Independent Third Party: No 5684.9 09 W8-09 DSIE0-1M479: Double-skin Insulated(exterior skin 27 ga. min.; interior skin Coachman/Settlers/Affinity 27 ga. min.)with Overlay Single-Car(up to 9'0"wide) WINDCODE@ W8 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5684 R7 Ii 103436-Rev02-sioned.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton-FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:+54 PSF/-60.PSF Evaluation Reports Other:Max. Wind Speed(V_ult): 170 MPH. FLS684 R7 AE CBPC 111215-A.gdf `WYT Created by Independent Third Party: No 5684.10 10 W8-12 C-DSIE-11`447: 3200, Double-skin Insulated EPS (exterior skin 24 ga. min.; interior 3205, 3220, 240, 24OG skin 27 ga. min.)WINDCODE@ W8 Sectional Door, up to 12'2"wide, with optional Impact Resistant Glazing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5684 R7 Ti 101705-Rev08-signed ndf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Parry: No Design Pressure:+52 PSF/-58 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH. Optional Impact FL5684 R7 AE CBPC 111215-A.odf Resistant Glazing available. Created by Independent Third Party: No 5684.11 11 W8-12 C-PAN-1E448: 524, 520, Ribbed Steel(min. 24 ga.)WINDCODEOa W8 Sectional Door, 224,C4ST, COST up to 12'2" Limits of Use +� Installation Instructions Approved for use in HVHZ:Yes FL5684 R7 Ii 102645-RevO7-signed ndf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:+50 PSF/-56 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH. FL5684 R7 AE CBPC 111215-A.pdf Created by Independent Third Party: No 5684.12 12 WS-14 C-PAN-lE448:524,520, Ribbed Steel(min. 24 ga.)WINDCODEO W8 Sectional Door, 224,C4ST,COST 123"to 14'2" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5684 R7 ii 103288-RevO3-signed PdF Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:+50 PSF/-56 PSF Evaluation Reports Other:Max.Wind Speed(V ult): 170 MPH. FL5684 R7 AE CBPC 111215-A.odf Created by Independent Third Party: No httpsJ/www.floridabLilding.orgfpr/pr app dtl.aspx?param=wGEVXQwtDgt45H1a2AP313NF'wNxCgkgV8gM6QdsFnTg%3d 315 ,' •, S 'J 10121/2016 Florida Building Code Online 5684.13 13 W8-16 PAN-2F443: G4S,GS4, Gallery/Artistry/Expressions: Steel Pan(min. 24 ga.) Double- GD4S,GR4S,E4S,ED4S,SS4,AR4S Car(up to 162"wide)WINDCODE@ W8 Garage Door Limits of Use Installation Instructions .. Approved for use in HVHZ:Yes FL5684 R7 it 104067-Rev02-signed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +46.6 PSF/-52 PSF Evaluation Reports Other: Max.Wind Speed(V_ult): 170 MPH. FL5684 R7 AE CBPC 111215-A.pdf Created by Independent Third Party: No 5684.14 14 W8-16 DSIE-1F471: GD2SP, Gallery/Artistry/Expressions: Double-skin Insulated (exterior GR2SP,GD2LP, GR2LP,AR2SP, skin 27 ga. min.; interior skin 27 ga. min.)Double-Car(up to AR2LP, ED2SP, ED2LP,4302, 6202, 162"wide)WINDCODEO W8 Garage Door SFC68,4305, HDGR, MFR68, 6205, SFR68 Limits of Use - ' Installation Instructions Approved for use in HVHZ:Yes FL5684 R7 TT 104038-RevO2-signed.ndf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +46.6 PSF/-52 PSF Evaluation Reports Other:Max.Wind Speed (V ult): 170 MPH. FL5684 R7 AE CBPC ]11215-A pdf Created by.Independent Third Party: No 5684.15 15 W8-16 DSIEO-IM479: Double-skin Insulated(exterior skin 27 ga. min.; interior skin Coachman/Settlers/Affinity 27 ga. min.)with Overlay Double-Car(92"up to 167'wide) WINDCODE®W8 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5684 R7 if 103560-RevO4-sioned.ndf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +46.6 PSF/-52 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH. FL5684 R7 AE CBPC 111215-A.adf Created by Independent Third Party: No 5684.16 16 WS-16 DSIE-1F171: 4400,4401, Double-skin Insulated(exterior skin 27 ga. min.; interior skin HDG, HDGL,4300,4310,4301,66, 27 ga. min.) Double Car(97'to 162"wide)WINDCODEO W8 66G, 67,67G,68, 68G, 6200,6201, Garage Door 6203, SP200, SF200,SE200 Limits of Use - Installation instructions Approved for use In HVHZ:Yes FL5684 R7 IT 101488-Rev13-sioned.pdf_ Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:+46.6 PSF/-52 PSF Evaluation Reports Other:Max. Wind Speed (V_ult): 170 MPH. Optional impact FL5fi84 R7 AE CBPC 111215-A.0df Resistant Glazing available. Created by Independent Third Party: No 5684.17 17 W8-16: PAN-2F143: 84A,94, 98, Steel Pan(min. 24 ga.)Double Car(92"to 162"wide) 48,48B,4F,411ST WINDCODE@ W8 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5684 R7 II 101300-Revl6-signed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant-Yes Created by Independent Third Party: No Design Pressure:+46.6 PSF/-52 PSF Evaluation Reports Other:Max. Wind Speed (V_ult): 170 MPH. Optional Impact FL5684 R7 AE CBPC 111215-A.adf y Resistant Glazing available. Created by Independent Third Party: No 5684.18 18 W8-18 DSIE-11`171: 4400,4401, Double-skin Insulated(exterior skin 27 ga. min.; interior skin HOG, HDGL,HDGF,4300,4310, 27 ga. min.) Double Car(164"to 18'2"wide)WINDCODE® 4301, 66,66G,67, 67G;68, 68G, W8 Garage Door 6200, 6201,6203,SP200,SF200, S E200 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5684 R7 it 103028-Rev08-signed odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-50 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH. FL5684 R7 AE CBPC 111215-A.odf Created by Independent Third Party: No 5684.19 19 W9-09 PAN-21`143: 93,84A, 94, Steel Pan (min. 24 ga.)Single-Car(up to 910"wide) 198,4F,4RST,48,48B WINDCODE©W9 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5684 R7 it 101706-Rev13-s1gned.adf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +62 PSF/-72 PSF Evaluation Reports httnsJlwww.floridabuildinq.ordpr/Dr alp d(I.asiax?param=wGEVXQwtD4t45H1a2AP313NPwNxCgkgV8gM60dsFnTq%aid 415 10/21/2016 Florida Building Code Online Other:Max.Wind Speed(%ult): 170 MPH. Optional Impact FL5684 R7 AE CBPC 111215-A Ddf j Resistant Glazing available. Created by Independent Third Party: No i 5684.20 20 W8-09 PAN-217443: G4S,GS4, Gallery/Artistry/Expressions: Steel Pan(min. 24 ga.) Double- GD4S, G114S, E4S, ED4S, SS4,AR4S Car(up to 9'0"wide)WINDCODE@ W8 Garage Door Limits of Use Installation Instructions i j Approved for use in HVHZ:Yes FL5684 R7 11 104121-Rev03-stoned r)df Approved for use outside HVHZ:Yes Verified By, Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party:No Design Pressure: +50 PSF/-58 PSF Evaluation Reports �Other:Max.Wind Speed(V ult): 170 MPH. FL5684 R7 AE CBPC 111215-A,Ddf ,� _ Created by Independent Third Party: No Go to Page 1 Page 1/2 0a<k Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-4R7-1824 The State'of Florida is an AA/EEO employer.Copyright 2067-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by tradltlonal mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalis provided may be used for official 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 if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: .;5 NW-4 Dl;,t6U Z Credit Card Safe httpsltwww.floridabuildng.org/pr/Pr ppp dti.aspx?param=wGEVXQwtDgt45Hla2AP313NPwNxCgkgV8qM6QdsFnTg%3d 515 4yr REVISIONS REV DESCRIPTION DATE APPROVED NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. IN ACCORDANCE WITH SECTION 1715.5.5 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY ANCHORING NOTES: TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS DESIGN.OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION SHEET 3. FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 2) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCON WITH 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS SHOWN IN INSTALLATION DETAILS SHEET 4. DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED 3) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF DRILLING UNDER SEPARATE APPROVAL. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS WINDOWS AND DOORS, INC. SHOWN IN WINDOW SEPARATE APPROVAL 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE 4) ALL FASTENERS TO BE CORROSION RESISTANT. LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH WINDOW OR DOOR UNIT. ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: ANCHORED AS SHOWN HEREIN. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TYPE 1 (OR GREATER). TO THIS DOCUMENT. 6) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED. HOLES FOR SCREWS ARE NOT PRE-DRILLED BY MANUFACTURER. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH = W1 + W2 2 SIGNED:03/06/2012 MI WINDOWSIWDOWEST Ma AND SDOORS .TREET �` S IR 11Lo����'% GRATZ, PA 17030-037D `v•��CEN q--?o� e. TABLE OF CONTENTS 5765 VERTICAL MULLION _*• 0y6�51 SHEET NO. DESCRIPTION 83" MULLION SPAN �� GENERAL NOTES TAT OF �O•. 1 NOTES DRAWN: DWC,NO. REV 2 CONFIGURATIONS 3 INSTALLATION DETAILS DP CHART SCALE NTS DATE 01/1 1/12 08 sOEEr 1 OOF 3 //��S1OiIlAl11�?�\\` L REVISION5 REV DESCRIPTION DATE APPROVED MASONRY/CONCRETE A. ° BY OTHERS °' 1 1/4" •° a< MIN. EMBEDMENT - - I 11.212" 3.800" I I 1/4" TAPCON 1.125" SECT5768 CLIP �\ '�II SECT5765MULLION ALUMINUM 6005-T5.125"THICK SECT5765 MULLION 4.624" -{ SECT5768 CLIP 1.891" rO4 10 WOOD SCREW I 1.562" o o I I WOOD FRAMING I 4X 00.171" 2X BUCK / `\ 0.375" 'I 1.000" BY OTHERS I II II � SECT5768 CLIP ALUMINUM 6063-T5.093"THICK VERTICAL CROSS SECTION MASONRY/CONCRETE AND WOOD FRAMING INSTALLATION MI WINDOWS AND DOORS ���u111I11I1��� 650 WEST MARKET STREET `\\`J\r?R"•L�Zj9//� NOTES: GRATZ, PA 17030-0370 �,••��GEA"?, cpy 1) FOR FRAMING INSTALLATION USE ALL FOUR HOLES IN 5765 VERTICAL MULLION 0y6�51 *� INSTALLATION CLIP. 83" MULLION SPAN - (eft - 2) FOR MASONRY/CONCRETE INSTALLATION USE HOLES INSTALLATION DETAILS r�; STAT �� AT EACH END OF INSTALLATION CLIP. INSTALL TWO 0�.� VI P .�l � rAPcoNs PER CLIP. CLIP INSTALLATION V.L DRAWN: DWG N0. 08-01440 Re '1isSZONA� SCALE NTS DATE 01/11/12 SHEET3 OF 3 ///IIIIII10\\