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Florida Building Code Online Page 1 of 3 BCIS Home Log In User Registration Hot Topics ( Submit Surcharge Stats&Fads Publications FBC Staff BCIS Site Map I Links I Search bpr a ""' ::: Product Approval °- ga.�,�USER:Public User �Ltg,�N'� Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17499-R1 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 �j/� Q . c Technical Representative 1-703. (�3 �J O Address/Phone/Email / V Quality Assurance Representative C Address/Phone/Email INTRACTg�a��,R C0PY Category Windows a i� Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich,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 07/19/2016 Date Validated 08/05/2016 Date Pending FBC Approval Date Approved 08/05/2016 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6B... 3/2/2017 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 RI C CAC MI Windows-185 SH(Fin)Impact Approved for use outside HVHZ:Yes (2).pdf Impact Resistant:Yes FL17499 R1 C CAC MI Windows-185 SH (Fin)Impact Design Pressure:+55/-55 (3)-pdf 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)-pdf FL17499 R1 C CAC MI Windows-185 SH(Flange)Impact (5).pdf 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 FL17499 R1 AE 513320A.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 R1 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).pdf Impact Resistant:No FL17499 RI C CAC MI Windows-185 SH(Fin)(10).pdf Design Pressure:+60/-60 FL17499 R1 C CAC MI Windows-185 SH(Fin)(9).pdf Other:R-PG55 FL17499 RI C CAC MI Windows-185 SH(Flange)(9).pdf Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 R1 II 08-02546A.Ddf 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 R1 C CAC MI Windows-185 SH (Fin)Impact Approved for use outside HVHZ:Yes (4).pdf Impact Resistant:Yes FL17499 R1 C CAC MI Windows-185 SH (Fin)Impact(5) Design Pressure:+55/-55 Done.pdf 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. (3).Ddf FL17499 R1 C CAC MI Windows-185 SH(Flange)Impact 4 . df Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 11 08-02545A.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R1 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 RI C CAC APC(13361)E1726.01-109-47-RO 185 Approved for use outside HVHZ:Yes SH(FLG waiver).pdf Impact Resistant:No FL17499 R1 C CAC MI Windows-185 SH(Fin)(11)Ddf Design Pressure:+60/-60 FL17499 RI C CAC MI Windows-185 SH(Fin)(12)pdf Other: R-PG60 FL17499 R1 C CAC MI Windows-185 SH(Flanoe) 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://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6B... 3/2/2017 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).pdf Impact Resistant:No FL17499 R1 C CAC MI Windows- 185 SH(Fin)(13).Ddf 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) it . df Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 II 08-02550A.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R1 AE 513328A.Ddf 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).Ddf Impact Resistant:No FL17499 R1 C CAC MI Windows-185 SH Triple(Fin) Design Pressure: +50/-50 (4).pd Other: R-PG50* FL17499 R1 C CAC MI Windows- 185 SH Triple(Flange) (3). df FL17499 R1 C CAC MI Windows-185 SH Triple(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 106x72 Fin Frame IG/SG Single Hung 105x72 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).ndf 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 . df Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R1 II 08-02547A Ddf 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.Coovriaht 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 .If you do not wish to .The emails provided may be used for official communication with the licensee.However email addresses are public record 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: Z=— Credit Card Safe https://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6B... 3/2/2017 P,EViSIOYS P.EV DESCRIPTION DATE APPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L. NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. SUBSTRATE. 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 THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCON'S WITI-I TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 8. ALL FASTENERS TO BE CORROSION RESISTANT i9. INSTA.LLAT:ION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BEUSED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED A WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. THE .ARCHITECT OR ENGINEER OF RECORD. C. MASONRY: HOLLOW/FIL..LED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. i. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU-52KSI OR PROVIDED. ALUMINUM, 6063—T5 FU=30KSI .048" THICK MINIMUM. 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. MAXIIv1UM 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 Cc1=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 9 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM I$ NOT'-_REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #10 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:07/13/2016 Msso IWDOWEST MA KED SD STREET DOORS \\\\,�,R I'Lr0 TABLE OF CONTENTS GRATZ, PA 17030-0370 `�,••��GENs�.(p SHEET NO. DESCRIPTION SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• 4951 *= 36' X 84"- LMI 1 NOTES NOTES ��D• $TAT N 2 ELEVATIONS & CLASS OPl"IONS i�A•.R DRAWN: DWO N0. RLV i fOR10Q;•\'���� 4 -- 7 INSTALLATION DETAILS N. cATE 08-02545 A ONA'1��G�\\\ 8 1COMPONENTS NTS 12/09/14 1 OF 9 REVISIONS 36" MAX 36" MAX REV DESCRIPTION DATE A PROVED FRAME WIDTH FRAME WIDTH 16" 16" A REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L. 2" MAX MAX 2" MAX 2" MAX MAX —I 2" MAX I O.C. O.C. ---.......................................--- 2,. MAY CHART#1 FLANGE&FINLESS INSTALLATION MAX MAX O.C;. O.C. O Number of anchor locations required Frame Frame Width(in 84" 84„ Height 18.00 24.00 30.00 36.00 P84" _ 84" (in) Head Jamb Head Jamb Head Jamb Head Jamb MAX FRAME FRAME 24.00 2 3 3 3 3 3 3 3 HEIGHT / HEIGHT 30.00 2 3 3 3 3 3 3 3 4 / 36.00 2 3 3 3 3 3 3 3 42.00 2 4 3 4 3 4 3 4 48.00 1 2 4 3 4 3 4 3 4 54.00 2 5 3 5 3 5 3 5 60.00 2 1 5 3 5 3 5 3 5 66.00 2 5 35 3 5 3 5 72.00 2 6 3 6 3 6 3 6 /l 78.00 2 6 3 6 3 6 3 6 t 84.00 2 6 3 6 3 6 3 6 185 ALUMINUM SINGLE HUNG WINDOW f 85 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE&FINLESS INSTALLATION FLANGE&FINLESS INSTALLATION SEE CHART#1 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART#1 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING ±55.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 3 SIGNED:07/13/2016 NOTES: MI WINDOWS AND DOORSs t1(I(I/I��/ 1. MAXIMUM SASH SIZE: 34 1/2" X 36"' 650 WEST MARKET STREET \\\\ R-•L0'11////i 2. MAXIMUM SASH D.L.O.: 31 1/ X 32 1,2' GRATZ, PA 17030-0370 �v••�GEAt$ 3. MAXIMUM FIXED O.L.O.: 33 1/8" X 45" F SERIES 185 ALUMINUM SINGLE HUNG WINDOW p5X *= 36" X 84"- LMI �•a AYr6F FLANGE AND FINLESS ELEVATIONS �� TAT OF0• tv� HARDWARE SCHEDULE DRAWN: DvrC NO. REV �iOR10Q; A. (2)METALSWEEP LOCK AT 8"FROM EACH END INTERIOR MEETING RAIL G.SCALE DATE 08 S02E545 A ////S/ONA j1f�l\\\\\ B. (2)BLOCK AND TACKLE BALANCE ATJAMBS NTS 12/09/14 2 OF 9 REVISIONS 36" MAX 36" MAX REV DESCRIPTION DATE I APPROVED FRAME WIDTH FRAME WIDTH 10" 10" A I REVISED ANCHOR. SPACING & CHARTS 1 07/11/2016 R.L. 2" MAX - MAX. - 2" VAX 2" MAX -( MAX -� -2" MAX O.C. O.C. 10" MAX 10" MAX O.C. O 1 o.C. O CHART#2 FIN INSTALLATION Number of anchor locations required 84" �- // MAX MAX Frame Fme Frame Width(in) AX FRAME - --- -- FRAME -- ----- Height 18.00 24.00 30.00 36.00 HEIGHT .........._._..._.._......._...........................-.........._- HEIGHT —'-"" _ (in) H&S Jamb H 8 S Jamb HSS Jamb H 8 S Jamb / 24.00 3 3 3 3- 4 3 5 3 30.00 3 4 3 4 4 4 5 4 36.00 3 5 3 5 4 5 5 5 4200 3 5 3 5 4 5 5 5 4 46.00 3 6 3 6 4 6 5 6 u u 54.00 3 6 3 64 6 5 6 60.00 3 7 3 7 4 7 5 7 X 66.00 3 8 3 8 4 8 5 8 l 1 7200 3 8 3 8 4 8 5 8 76.00 3 9 3 9 4 9 5 9 84 00 3 9 3 9 4 9 5 1 9 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING ±55.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 3 SIGNED:07/13/2016 NOTES: MI WINDOWS AND DOORS �1111►I(Illiii 1. MAXIMUM SASH SIZE: 34 1/2" X 36 650 WEST MARKET STREET \���\\S R•L0�/��ii� 2. MAXIMUM SASH D.L.O.: 31 1/2" X 32 1/2' \� 3. MAXIMUM FIXED 0.LQ: 33 1/8" X 45" GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• O,�S251 *_ FINX 84"- LMI FIN ELEVATIONS �q0• TAT OF [�� HARDWARESCHEDULEi��• R OR •�� DRawN: Dvro No. RLv i��FS•� IOQ; B. (2)METALSNDTACOCKATANCHAT ACHENDINTERIORMEETINGRAIL NAG.NTS DAZE 12/09/14 08-052545pF 9 A /ii//%NA �IE�\��� I_ MIN RENSIDNS II- EDGEE DISTANCE F,EY DESCRIPTION GATE APPROVED WOOD FRAMING �� 3/4" MIN A REVISED ANCHOR, SPACING & CHARTS 07/11/7.016 R.L. OR 2X BUCK EDGE DISTANCE / 1 1/4" MIN. 1/4" MAX. BY OTHERS METAL \\ 1 1/4" MIN. STRUCTURE EMBEDMENT SH'M SPACE - �EMBEDMENT BY OTi1ERS 1/4" MAX. r SHIM SPACE BACKER ROD — — i 1/2" *A77 INTERIOR & APPROVED SHIM SPACE MIN SEALANT APPROVED DISTAGE NCE VCE SEALANT � -- L 710 WOOD SCREW #10 WOOD SCREW 710 SMS OR SELF DRILLING WOOD FRAMING SCREW OR 2X BUCKEXTERIOR BY OTHERS ` BACKER ROD & APPROVED SEALANT Uf n I JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION INTERIORAao—� EXTERIOR —� INTERIOR 1/4" MAX. EXTERIOR SHIM SPACE 710 SMS OR SELF DRILLING — INTERIOR SCREWS \ - % SILL TO BE SET 3�4' /ti IN A BED OF � E MIN. APPROVED �. SILL TO BE SET EDGE ��; STRUCTURALIN A BED OF DISTANCE BACKER ROUJ....� , APPROVED LJ SEALANT & APPROVED y STRUCTURAL I f EXTERIOR SEALANT _ 1/4" MAX. BACKER ROD SEALANT METAL. j SHIM SPACE & APPROVED R,a S'IRUCfURE BACKER, ROD SEALANTS-- -�1I�SHIM SPACE BY OTHERS & APPROVED WOOD RAMING OR 2FX BUCK \ BY OTHERS \\ METAL STRUCTURE JAMB INSTALLATION DETAIL BY OTHERS METAL STRUCTURE INSTALLATION SIGNED:07/13/2016 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL CROSS SECTION Meso IwDOW EST n AND SD00RS \"`�\ IR L0 /z METAL STRUCTURE INSTALLATION GRATZ, PA 17030-0370 .•�\GENSF"9s�% NOTES: SERIES 185 ALUMINUM SINGLE HUNG WINDOW _�*• 051 *= (�* = 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 36" X 84"— LMI =„o FLANGE INSTALLATION DETAILS TATE OF ;�z NOT SHOWN FOR CLARITY ��. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAYIN: Dvrc No. aEv i�'�••jP[p ROP• �� DESIGNED IN ACCORDANCE WITH ASTM E2112 //�S G N. DATE 08-02545 A // S�ONA"�?��" NTS 12/09/14 4 OF 9 2 "2" ' 2 PAIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY - — `T---�- A REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L. BY OTHERS '° 0 < n OPTIONAL IX BUCK-� ° < 1 1/4" MIN. SEE NOTES 3 - 7 ° EMBEDMENT 1 1/4" MIN. SHEET 1 \ \ ° e — �_ " � EMBEUMEN"I' CONCRETE/MASONRY 1/4" MAX. 1/4" MAX. BY OTHERS SHIM SPACE 0 BACKER ROD SHIM SPACE & APPROVED d SEALANT 3/16" TAPCON 3/16" TAPCON a INTERIOR > EXTERIOR al INTERIOR z nINz" I EDGE — `�� DISTANCE } \ EXTERIOR \` BACKER ROD & APPROVED OPTIONAL 1X BUCK SEALANT SEE NOTES 3 - 7 SHEET 1 SILL TO BE SET JAMB INSTALLATION DETAIL -- IN A BED OF CONCRETE/MASONRY INSTALLATION BACKER ROD APPROVED & APPROVED STRUCTURAL SEALANT 1J SEALANT OPTIONAL 1X BUCK1 " MAX. NOTES: 4 SEE NOTE 3 - 7 f �- / 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, —� SHEET 1 SHIN! SPACE NOT SHOWN FOR CLARITY. - � 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE I DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE/MASONRY ° 4 BY OTHERS ° SIGNED:07/13/2016 MI WINDOWS AND DOORS \�y11111fIfI�� 650 WEST MARKET STREET `\��J�g R• LO�LJA//��i GRATZ, PA 17030-0370 `v•��CENSF 9�+% SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• 051 1t= 36" X 84"- LMI VERTICAL CROSS SECTION FLANGE INSTALLATION DETAILS �jD, TAT OF CONCRETEMASONRYINSTALLATION DRAWN: DWO NO. R� c G DATE 08—'02545 A '/�W/ONA j1�;\\��� NTS 12/09/14 5 OF 9 1/2" MIN REVISIONS EDGE DISTANCE REV DESCRIPTION DATE I APPROVED WOOD FRAMING 3/4" MIN A REVISED ANCHOR. SPACING & CHARTS 1 07/11/2016 R.L. OR 2X BUCK —\1 1 EDGE DISTANCE BY OTHERS \$� METAL 1 1/4" MIN. 1/4" MAX. / STRUCTURE EMBEDMENT SHIM SPACE BY OTHERS 1/4" MAX. SHIM SPACE I INTERIOR BACKER ROD — 1/2„ & APPROVED SHIM SPACE MIN SEALANTAPPROVED EDGE SEALANT DISTANCE IF #10 WOOD SCREW #10 WOOD f—� #10 SKIS OR sGREWEXTER/0R EXTERIOR SELF DRILLING WOOD FRAMING SCREW OR 2X BUCK \ Z BY OTHERS ` BACKER ROD LI _ SEALANT ROVEC INTER/0R l JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION EXTERIOR ° INTERIOR 1/4" MAX. SHIM SPACE #10 sMs OR INTERIOR </ SELF DRILLING \ SCREWS _ fm I L j SILL TO BE SET 3/4" $ �� j N A BED �—SILL TO BE SET IN. APPROVED MIN. N A BED OF EDGE — STRUCTURAL APPROVED DISTANCE BACKER ROD i SEALANT STRUCTURAL EXTERIOR & APPROVED S1'(� BACKER ROD SEALANT T727 SEALANT VAS /4" MAX. & APPROVED 1 4" MAX. SHIM SPACE SEALANT � n METAL BACKER ROD WOOD FRAMING t SHIM SPACE STRUCTURE & APPROVED OR 2X BUCK \ r BY OTHERS SEALANT BY OTHERS METAL I STRUCTUR BY OE JAMB INSTALLATION DETAIL THERS METAL STRUCTURE INSTALLATION SIGNED:07/13/2016 VERTICAL CROSS SECTION I WINDOWS AND DOORS ����I 11111 WOOD FRAMING OR 2X BUCK INSTALLATION RTSTRUCTURE INSTALLATION SECTION M650 WEST MARKET 030 STREET MEC `vJ\ \ EN 9,i�i� NOTES: SERIES 185 ALUMINUM SINGLE HUNG WINDOW 51 *� 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 36" X 84"— LM I NOT SHOWN FOR CLARITY. FINLESS INSTALLATION DETAILS ��D, STAT OF tv� 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAVIN: DYiO N0. RN ��'��•jPl p I210P•\��`� DESIGNED IN ACCORDANCE WITH ASTM E21f2 N.G. 08-02545 A /��SSpNA`�C1G\�\ SDALE NTS DATE 12/09/14 SNcE76 OF 9 ///11111110 2 1/2" MIN. REmsloNs EDGE DISTANCE REV DESCRIPTION DATE I nRAROVED CONCRETE/NIASONRY --�— a`� A REVISED ANCHOR. SPACING do CHARTS 1 07/11/2016 R.L. BY OTHERS a a OPTIONAL 1X BUCK e 8 Vd a 4. S 1 1/4" MIN. SEE NOTES 3 – 7 � �.- e EMBEDMENT SHEET 1 �e <---e a 1 1/4" MIN. _ EMBEDMENT -- -- CONCRETE/MASONRY 1/4" MAX. BY OTHERS OPTIONAL. 1X BUCK BACKER ROD SHIM SPACE SEE NOTES 3 – 7 & APPROVED v SHEET 1 SEALANT 3/16" TAPCON 3/16" TAPCON / _ 1/4" MAX. SHIM SPACE ° s INTERIOR � 1r EXTERIOR INTERIOR 2 1/2" ' MIN. •° o p � EDGE DISTANCE \ a " EXTERIOR BACKER ROD & APPROVED SEALANT I� SILL TO BE SET JAMB INSTALLATION DETAIL BACKER ROD P IN A BED OF CONCRETE/MASONRYINSTALLATION APPROVED & APPROVED f SEALANT STRUCTURAL SEALANT ,sly OPTIONAL 1X BUCK ' 1/4' MAX. NOTES., SEE NOTE 3 -- 7�\ SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SHEET 1 \ -_ –—1. NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE/MASONRY BY OTHERS —\ a " e " a ' e SIGNED:07/13/2016 MI WINDOWS AND DOORS \����11111I1IIi�, ° e 650 WEST MARKET STREET ��x�\ 9 R',10�/,/ a GRATZ, PA 17030-0370 `�v•��GENSFgtP��� SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• 251 *= 3IN X 8ATI LMI =,a' S VERTICAL CROSS SECTION FINLESS INSTALLATION DETAILS ��0• TATE OF CONCRETFJMASONRYINSTALLATION DRMwN: DVIG NO. REV �'c�s'cCpR�OP Isom: nArE 08-02545 A NTS 12/09/14 7 OF 9 1 1/4` MIN. RE%nSIDNS y8 WOOD EMBEDMENT WOOD EV DESCRIPTION RDATE AAARGV. 1 SCREW \ FRAMING A REVISED ANCHOR, SPACING & CHARTS 07/11/2016 R.L. \ BY OTHERS \� 1/4 MAX. SHIM SPACE 7/16" MIN EDGE DISTA14CE WOOD FRAMING _ __ 1/4° MAX BY OTHERS SHIM SPACE i I INTERIOR 1 1/4" MIN. EXTERIOR EMBEDMENT INTERIOR $G #8 WOOD SCREW 7/16" MIN EDGE DISTANCE EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION I I 1/4" MAX NOTES: SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, t NOT SHOWN FOR CLARITY. _ / 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE 7/16" N41 N _ �M DESIGNED IN ACCORDANCE WITH ASTM E2112 EDGE DISTANCE / #8 WOOD WOOD SCREW FRAMING SIGNED:07/13/2016 _ 1 1/4" MIN. BY OTHERS +11111.1/JJ VERT/CAL CROSS SECTION EMBEDMENT M650 TZ,WE WINDOWS AMA RKET o3o-STREET `\\vJ\S`cENs 9� WOOD FRAMING OR 2X BUCK INSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW '*• �0 951�•��* 36" X 84ON DE ::-A (� �= FIN INSTALLATION DETAILS �q0, TAT OF ly DRAWN: DWG N0, i2FV HALE DAre 08-02545 A NTS 12/09/14ISHEFT8 OF 9 i a REVISIONS 2 3/16" 1 7/8" REV DESCRIPTION DATE APPROVED 2 3/16" --{ A REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L. 13/16" 2 3/16" I 2 3I/16" J� �� 1 5/16'• � I � 5/8., 1 u ilii 1/8„ ANN. 3/32" ANN. FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB CM-18501 CM-18503 CM-18553 CM-18513 3/32 ANN. ALUMINUM 6063-T5.050”THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.050"THICK .090 PVB BY KURARAY 2 5/16" --I 2 5/16"—I 2 5/16•'—1 METAL REINFORCED I BUTYL SPACER EXTERIOR INTERIOR — 2 3/16" 1/2BITE SILICONE 3 3/8" 2 13I/1 3 3/4" L 2 5/16' SETTING BLOCK SEALANT GLAZING DETAIL A FLANGE FRAME SILL FINLESS FRAME SILL L 7r 1 CM-18502 CM-18554 FIN FRAME SILL FIN FRAM ALUMINUM 6063-T5.055"THICK ALUMINUM 6063-T5.055"THE HEAD 3/8" ICK CM-18509 CM-18508 ALUMINUM 6063-T5.055"THICK ALUMINUM 6063-T5.050"THICK 1/8" ANN 090 PVB BY KURARAY 1 7/16" 2 3/8" 1/8" ANN. �{ 1 5/8" 1 1/8., EXTERIOR T I 1 INTERIOR 2 5/16" 2 3/16" L SILICONE 1 3/� Lff �� 1/2" BITE SEALANT LOCK XE SASH BOTTOM RAIL MEETRAIL FIN FRAME JAMB SETTING BLOCK ING CM-18505 CM-18555 CM-18504 CM-18510 GLAZING DETAIL B ALUMINUM 6063-T5.062"THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.055"THICK ALUMINUM 6063-T5.050"THICK 1 3/8" 7/16 t 5/16" SIGNED:07/i3/20i6 1" � SASHSTILE Msso WINDOWSEST A KED SDOORS 5 t�+lll�o ,2�i// T— TREET 15/16•' LAZING BEAD CM-18507 GRATZ, PA 17030-0370 `�v•��GENSFgcP�� GLAZING BEAD ALUMINUM 6063-T5.050"THICK zz CM-18535 CM-18521 SERIES 185 ALUMINUM SINGLE HUNG WINDOW _*• o 51 �It= RIGIDPVC.050"THICK RIGIDPVC.050"THICK 36" X 84"— LMI — ( lc,� COMPONENTS ' STATE OF DRAWN: DWG NO. REV �'c••'OC pR40P•\��� N.G. 08-02545 a SCALE NTS IDATE 12/09/14 SHEET OF 9 T��/llllllll��\ Florida Building Code Online Page 1 of 3 f. pt q BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I BCIS Site Map Links Search i b *.'.'!,Product Approval fUSER:PublicUser pr Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL15349-R8 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 Fixed CONTRACTOR 16�110py Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich,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 11/18/2016 Date Validated 11/18/2016 Date Pending FBC Approval Date Approved 12/01/2016 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIa... 3/2/2017 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 15349.1 185 PW 73 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15349 R8 C CAC APC 12786.pdf Approved for use outside HVHZ:Yes FL15349 R8 C CAC APC 12787.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+60/-60 04/03/2018 Other:CW-PG60 Installation Instructions FL15349 R8 II 08-02357B.odf Verified By: Luis R. Lomas,PE 62514 Created by Independent Third Party:Yes Evaluation Reports FL15349 R8 AE 513124B.odf Created by Independent Third Party:Yes 15349.2 185 PW 159 x 54 Triple CHS Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15349 R8 C CAC APC 15350.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/24/2021 Design Pressure:+55/-55 Installation Instructions Other:R-PG55 FL15349 R8 II 08-02949.Ddf Verified By: Luis R.Lomas,PE 62514 Created by Independent Third Party:Yes Evaluation Reports FL15349 R8 AE 513783.odf Created by Independent Third Party:Yes 15349.3 185 PW Impact 72 x 72 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15349 R8 C CAC APC 15454.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/25/2021 Design Pressure:+55/-55 Installation Instructions Other: FW-LC55,Missile Level D,Wind Zone 3.Glass FL15349 R8 II 08-02948.0f consisted of 5/32"tempered exterior-spacer-5/32" Verified By: Luis R. Lomas,PE 62514 annealed/0.100 Solutia Saflex HP/5/32"annealed.Glass Created by Independent Third Party:Yes was bedded in Pecora 896 silicone with 5/8"glass bite. Evaluation Reports FL15349 R8 AE 513782.odf Created by Independent Third Party:Yes 15349.4 185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15349 R8 C CAC APC 8272.odf Approved for use outside HVHZ:Yes FL15349 R8 C CAC APC 8273.odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+55/-55 01/24/2021 Other: FW-R55,Missile Level D,Wind Zone 3.Glass Installation Instructions consisted of 1/8"annealed exterior-spacer-3/32" FL15349 R8 II 08-01614B.odf annealed/0.090 Solutia PVB/3/32"annealed.Glass was Verified By: Luis Roberto Lomas 62514 bedded in Pecora 896 silicone with 5/8"glass bite. Created by Independent Third Party: Yes Evaluation Reports FL15349 R8 AE 512278B.odf Created by Independent Third Party:Yes 15349.5 185 PW Impact 96 x 60 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15349 R8 C CAC APC 7962.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/05/2020 Design Pressure:+55/-55 Installation Instructions Other:FW-LC55,Missile Level D,Wind Zone 3.Glass FL15349 R8 II 08-01613B.odf consisted of 5/32"annealed exterior-spacer-5/32" Verified By: Luis Roberto Lomas 62514 annealed/0.100 Solutia Saflex HP/5/32"annealed.Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8"glass bite. Evaluation Reports FL15349 R8 AE 5122776.odf Created by Independent Third Party:Yes 15349.6 185 PW Impact 73 x 61 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15349 R8 C CAC APC 12136.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/28/2017 Design Pressure:+55/-55 Installation Instructions Other:FW-LC55,Missile Level D,Wind Zone 3.Glass FL15349 R8 II 08-02947.odf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWla... 3/2/2017 Florida Building Code Online Page 3 of 3 consisted of 1/8"annealed exterior-spacer-1/8" Verified By: Luis Roberto Lomas 62514 annealed/0.090 PVB/ 1/8"annealed.Glass was bedded in Created by Independent Third Party:Yes Pecora 896 silicone with 5/8"glass bite. Evaluation Reports FL15349 R8 AE 513781.Ddf Created by Independent Third Party:Yes Back Nest Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 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 emaiis 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 b&Lp-. Product Approval Accepts: eL'Fo Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIa... 3/2/2017 REVISIONS REV DESCRIPOON OATS APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO REQUIREMENTS OF THE FLORIDA BUILDING CODE SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TgPCONS WITH RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTRATES WITH STRENGTHS LESS THAN THE'MINIMUM STRENGTH SPECIFIED BELOW: 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR PROVIDED. ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT 20.GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". IN SHEET 2. 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—T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 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: 11/15/2016 MI WINDO�WW MADKET DOORS, LLC `\\\\` 11R IIL0 GRATZ, PA 17030 •��CEN6, SERIES 185 ALUMINUM FIXED WINDOW =*• p TV 73" X 72" NON—IMPACT — r — NOTES O TATVOF TABLE OF CONTENTS pRgyM. DWG NO. REV �"�••'cC' Q`••��� SHEET NO. DESCRIPTION J.L. 08-02357 BOR`D 1 NOTES 6cALE NTS DATE 09/03/14 1 SHEET 1 OF 12 2 — 3 ELEVATIONS, CHARTS AND GLAZING DETAILS L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 4 — 12 INSTALLATION DETAILS 434-688-0609 N/omas@lrlomaspe.wm 41 72 1/2" MAX FRAME WIDTH REV OESCRIPREVISIONSIION OATS APPROVED 6" MAX��---f-18" MAX O.C. --1 6" MAX NOTES: A REVISED INSTALLATION DETAILS 06/01/15 R.L. 1. MAXIMUMD.L.O.: 693/4"X683/4' B REVISED NAME AND ADDRESS 10/27/16 R.L. CHART#1 18" j Number of anchors required(without rigid Fillers) MAX O.C. Frame Frame width(in) Height 24.00 30.00 J6.00 42.00 48.00 64.00 60.00 86.00 72.50 (in) HAS amb H8S amb HAS Pambl HAS Jamb HAS Jamb HAS Jamb HAS Jamb HAS Jamb HAS Jamb 24.00 2 1 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 30.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 71 1/2- 36.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 5 3 5 3 MAX 42.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 5 3 6 3 FRAME 48.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 6 3 6 3 HEIGHT 00 54.00 2 4 2 4 3 4 3 4 3 4 4 4 5 4 6 4 7 4 60.00 2 4 2 43 4 3 5 3 5 4 5 5 5 6 5 7 5 66.00 2 4 2 4 3 5 3 5 3 6 4 6 5 6 6 6 7 6 71.50 2 5 2 5 3 5 3 6 3 6 4 7 5 7 1 6 7 7 7 REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW #1 & #2 EXTERIOR VIEW FOR NUMBER OF CHART#2 ANCHORS REQUIRED Number of anchors required(with rigidfillers) 72 1/2" MAX FRAME WIDTH Frame Frame width(in) 6" MAX 18" MAX O.C. Height 24.00 30.00 36.T43 .00 48.00 54.00 80.00 66.00 72.60 -{ 6" MAX (in) HAS amb HAS amb HAS Jamb amb HAS amb HAS Jamb HAS JambiHAS Jamb HAS Jamb 24.00 2 2 2 2 3 2 3 2 4 2 4 2 4 2 5 2 30.00 2 2 2 2 3 2 3 2 4 2 4 2 4 2 5 2 36.00 2 3 2 3 3 3 3 3 4 3 4 3 4 3 5 3 6" 00 42.00 2 3 2 3 3 3 3 3 4 3 4 3 4 3 5 3 48.00 2 3 2 3 3 3 3 3 4 3 4 3 4 3 5 3 54.00 2 4 2 4 3 4 3 4 4 4 4 4 4 4 5 4 2 424 43 4 4 4 4 4 4 4 5 4 71 1/2- 18" 66.00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4 71.50 2 5 2 5 3 5 3 5 3 5 4 5 4 5 4 5 5 5 MAX MAX O.C. FRAMET SEE SHEETS 4-7 FOR INSTALLATION DETAILS HEIGHT I 00 SIGNED: 11/15/2016 MI WINDOWS AND DOORS, LLC ``\S IR-I'L10�77ii 650 W. MARKET ST. \" \ d1 i� REFER TO CHARTS GRATZ, PA 17030 v•�\GENS #1 & #2 SERIES 185 ALUMINUM FIXED DESIGNER WINDOW SERIES 185 ALUMINUM FIXED WINDOW fir• 0,X251 *= EXTERIOR VIEW 73" X 72" NON-IMPACT //���,e�I�r FOR NUMBER OF f.[kb E � ANCHORS REQUIRED FLANGE & FINLESS ELEVATION & CHARTS i'0• TAT OF DESIGN PRESSURE RATING IMPACT RATING DRAWN: DWG N0. REV .F�.'cCpRIDQ'• f60.OPSF NONE SCALE NTS DATE 09/03/14 08-SHEET 22357 OF 12 a 4jss/0NALIE?G� �\ L ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rllomas@lAomaspe.Com . I 72 1/2" MAX FRAME WIDTH REVISIONS REV DESCRIPIION DATE #R .. OVED 6" MAX 18" MAX O.C. �{ 6" MAX A REVISED INSTALLATION DETAILS 06/01/15 B REVISED NAME AND ADDRESS 10/27/16 jNOTES. 18" j 1. MAXIMUM D.L.O.: 69314"X68314" MAX O.C. 71 1/2" MAX FRAME HEIGHT CHART#3 Number of anchors required(fin inslallafion) Frame Frame Width(in) SERIES 185 ALUMINUM FIXED WINDOW Flel9ht 24.00 30.00 76.00 42.00 SH 4.00 60.00 66.00 72.50 REFER TO CHART #3 EXTERIOR VIEW (in) Has amb HBS amb HBS amb Has amb Jamb Jamb HBS amb Has amb Has Jamb FOR NUMBER OF ANCHORS REQUIRED 24.00 3 3 3 3 3 3 4 3 3 5 3 5 3 6 3 70.00 3 3 3 3 3 3 4 3 3 5 3 5 3 6 3 72 1/2" MAX FRAME WIDTH 36.00 3 3 3 3 3 3 4 3 3 5 3 5 3 8 3 42.00 3 4 3 4 3 4 4 4 4 5 4 5 4 6 4 6" MAX 18 MAX O.G. 6" MAX 48.00 3 4 3 4 3 4 4 4 4 5 4 5 4 8 4 54.00 3 4 3 4 3 4 4 4 4 5 4 5 4 6 4 60.00 3 5 3 5 3 5 4 5 5 5 5 5 5 6 5 66.00 3 5 3 5 3 5 4 5 5 5 5 5 5 6 5 j3 8 4 6 6 5 8 5 0 8 6 jSEE SHEETS FOR INSTALLATION DETAILS 18" MAX O.C. 71 1/2" MAX jFRAME HEIGHT j SIGNED:11/15/2016 MI WINDOWS L 0 W.MARKDOORS, LLC ET ST. `\``\` a I(�0///,/ REFER TO CHART #3 GRATZ, PA 17030 !"Sv•'\CENq FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW SERIES 185 ALUMINUM FIXED WINDOW _*• 0 51 *= ANCHORS REQUIRED EXTERIOR VIEW _ 73" X 72" NON—IMPACT (y�� FIN ELEVATION & CHART TATE OF DESIGN PRESSURE RATING IMPACT RATING DRAWN: DWG N0. REV %O�••'cC P• t' �� . ,ORID, 235 t60.OPSF NONE SCA"NTS DATE 09/03/14 08 SO�T37 OF 12 a ,���ssi�MAi��6111 L.ROBERTO LOMAS P.E. P.E. Lomas 1432 WOODFORD RD LEWISVILLE,NC 27023 LUIS R.FL NoLas P 434-688-0609 4lomas@lrlomaspe.wm REVISIONS 1/2" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE 3/4" MIN A REVISED INSTALLATION DETAILS 06/01/15 R.L. WOOD FRAMING 1 1/4" MIN. METAL r EDGE DISTANCE B REVISED NAME AND ADDRESS 70/27/16 R.L. OR 2X BUCK EMBEDMENT STRUCTURE BY OTHERS BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX. BACKER ROD SHIM SPACE BACKER ROD & APPROVED & APPROVED SEALANT SEALANT #10 #10 WOOD SCREW SEL SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR EXTERIOR INTERIOR #10 SMS OR X10 WOOD SCREW SELF DRILLING SCREW RIGID FILLER BACKER ROD BACKER ROD & APPROVED RIGID FILLER & APPROVED 1/4" MAX. SEALANT SHIM SPACE SEALANT 1/4" MAX. _� SHIM SPACE LA�2�AL WOOD FRAMING 1 1/4" MIN. STRUCTEURE NOTES: OR 2X BUCK EMBEDMENT BY OTHERS 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, BY OTHERS NOT SHOWN FOR CLARITY. 3/4" MIN 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE 1/2" MIN. EDGE DISTANCE DESIGNED IN ACCORDANCE WITH ASTM E2112 EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. 1/4" MAX. EMBEDMENT SHIM SPACE SHIM SPACE 1/2" MIN. 3/4" MIN. EDGE DISTANCE INTERIOR EDGE DISTANCE INTERIOR SIGNED:11/15/2016 MI WINDOWS AND DOORS, LLC \\��++111!►/I///� 650 W. MARKET ST. `�\\�5 R. 10" hi//O #10 WOOD #10 SMS OR GRATZ, PA 17030 ��v S �.r� SCREW SELF DRILLING F' SCREWS SERIES 185 ALUMINUM FIXED WINDOW *• 0 *= 73" X 72" NON—IMPACT ' S E WOOD FRAMING /77EXTERIOR METAL EXTERIOR FINLESS INSTALLATION DETAILS WITHOUT FILLERS y0, TAT OF OR 2X BUCK BACKER ROD STRUCTURE BACKER ROD 0,ri!-,p BY OTHERS & APPROVED BY OTHERS DRAWN: DWG NO. REV • ( P � & APPROVED J.L. 08-02357 B 01;/"/ OR+O aG\-'N SEALANT SEALANT SCALE NTS DATE 09/03/14 SHEET '// �ONA1+S\\\\ JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL4 OF 12 WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION L.ROBERTOLOMASP.E. P.E. Lomas 1432 WOODFORD RD LEWISVILLE,NC27023 Luis R.FL NoLas P 434-688-0609 illomas@IAomasoe.com REVISIONS REV DESCRIPTION DATE APPROVED 2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE 8 REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY ° BY OTHERS °• ° 1 1/4" MIN. ° n° • 1 1/4" MIN. EMBEDMENT OPTIONAL 1 X BUCK ° ° ° SEE NOTES 3 — 7 EMBEDMENT SHEET 1 r ° v BACKER ROD 1/4" MAX. CONCRETE/MASONRY BY OTHERS 1/4" MAX. & APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL 1X BUCK a SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON v ° EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON ° BACKER ROD & APPROVED ° SEALANT ° 1/4" MAX. 2 1/2" ° OSEIENNOTEAL X3BUC7 SHIM SPACE MIN. SHEET 1 EDGE < DISTANCE ° EXTERIOR CONCRETE/MASONRY ° BACKER ROD BY OTHERS ° ° SEALANT APPROVED a 1 1/4" MIN. SEALANT• EMBEDMENT a° JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION a 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION SIGNED:11/15/2016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. O�j7�/ \���J�S GRATZ, PA 17030 `�,•. pE1ys� NOTES: SERIES 185 ALUMINUM FIXED WINDOW *• p5 0 F, *- 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 73" X 72" NON-IMPACT - NOT SHOWN FOR CLARITY. FINLESS INSTALLATION DETAILS WITHUT FILLERS '"A � TAT fixes= 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE tpZZ DESIGNED IN ACCORDANCE WITHASTM E2112 DRAWN: DWG N0. REV �i�'OF•'c(OR1OQ' '���\ 08 2 SCALE NTS DATE 09/03/14 S0 57 B OF 12 '/'7ss/ONA11E�G��\ L.ROBERTO LOMAS P.E. P.E. Lomas as LUIS R. 1432 WOODFORD RD LEWISVILLE,NC27023 FL L as P 434-688-0609 Alomas@Momaspe.mm REVISIONS 1/2" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE 3/4" MIN A REVISED INSTALLATION DETAILS 06/01/15 R.L. WOOD FRAMING1 1/4" MIN. METAL EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L. OR 2X BUCK EMBEDMENT STRUCTURE BY OTHERS BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX. BACKER ROD SHIM SPACE BACKER ROD & APPROVED & APPROVED RIGID FILLER SEALANT RIGID FILLER SEALANT #10 WOOD SCREW SEL SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR EXTERIOR INTERIOR #10 SMS OR #10 WOOD SCREW SELF DRILLING SCREW BACKER ROD BACKER ROD RIGID FILLER RIGID FILLER & APPROVED 1/4" MAX. & APPROVED SEALANT SHIM SPACE SEALANT1/4" MAX. r C SHIM SPACE WOOD FRAMING 1 1/4STRUCMIN. METALTURE NOTES: OR 2X BUCK EMBEDMENT 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, BY OTHERS BY OTHERS NOT SHOWN FOR CLARITY. 3/4" MIN 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE 1/2" MIN. EDGE DISTANCE DESIGNED IN ACCORDANCE WITH ASTM E2112 EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. 1/4" MAX. EMBEDMENT r SHIM SPACE r SHIM SPACE -F— 173" GID FILLER I RIGID FILLER 1/2" MIN. 3/4" MIN. EDGE DISTANCE INTERIOR EDGE DISTANCE INTERIOR SIGNED:11/15/2016 MI WINDOWS AND DOORS, LLC 011111 I'll///' 650 W. MARKET ST. y. #10 WOOD #10 SMS OR GRATZ, PA 17030 `�v•v\CEHS9il+�'`� SCREW SELF DRILLING SCREWS SERIES 185 ALUMINUM FIXED WINDOW *• 05 *_ X 72" NON—IMPACT S �� wooD FRAMING EXTERIOR EXTERIOR =fl METAL FINLESS INSTALLATION DETAILS WITH RIGID FILLERS �yli, TAT OF OR 2X HUCK BACKER ROD STRUCTURE BACKER ROD BY OTHERS ��� & APPROVED BY OTHERS & APPROVED DRAWN: DWG N0. REV i �OR1QP G���� SEALANT SEALANT L. NTS DATE 1 03 14 08-02357 B JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL / / 6 OF 12 WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514 434-688-0609 rllomast?alrlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED 2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY ° BY OTHERS < ° ° ° 1 1/4" MIN. ° 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK ° , SEE NOTES 3 — 7 °' � EMBEDMENT SHEET 1 v BACKER ROD 1/4" MAX. CONCRETE/MASONRY & APPROVED SHIM SPACE BY OTHERS 1/4" MAX. SEALANT OPTIONAL 1X BUCK o SHIM SPACE RIGID FILLER SEE NOTES 3 — 7 RIGID FILLER SHEET 1 3/16" TAPCON v ' EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON ° BACKER ROD & APPROVED RIGID FILLER °. SEALANT ° OPTIONAL 1X BUCK 1/4" MAX. 2 1/2" " SEE NOTE 3 — 7 SHIM SPACE MIN. SHEET 1 EDGE ° DISTANCE EXTERIOR CONCRETE/MASONRY . BACKER ROD BY OTHERS ° ° ° a 1 1/4" MIN. & APPROVED SEALANT EMBEDMENT aa. ° JAMB INSTALLATION DETAIL ° g CONCRETE/MASONRY INSTALLATION a 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION SIGNED:11/15/2016 MI WINMARKET DOORS, LLC 650 W \\�\\\SSR 0 NOTES: GRATZ, PA 17030 r.*\CENg*9_AA 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, SERIES 185 ALUMINUM FIXED WINDOW *• �j('0mss *_ NOT SHOWN FOR CLARITY. 73" X 72" NON-IMPACTS(� � 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE FINLESS INSTALLATION DETAILS WITH RIGID FILLERS i9D• TAT OF. DESIGNED IN ACCORDANCE WITH ASTM E2112 � 1� DRAWN: DWG NO. REV �O�E`'•FCORIOP•'\'�\\ SCALE NTS DATE 09/0314 08-02 377 OF 12 B �/s/0NA11E� G\\� L.ROBERTO LOMAS P.E. LOIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rllomas@lrlomaspe.wm 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED WOOD FRAMING 1 1/4" MIN. 3/4" MIN A REVISED INSTALLATION DETAILS 06/01/15 R.L. OR 2X BUCK METAL EDGE DISTANCE BY OTHERS EMBEDMENT STRUCTURE B REVISED NAME AND ADDRESS 10/27/16 R.L. BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX. BACKER ROD & SHIM SPACE APPROVED SEALANT BACKER ROD & BEHIND FLANGE APPROVED SEALANT #10 WOOD SCREW BEHIND FLANGE 10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR EXTERIOR INTERIOR #10 SMS OR X10 WOOD SCREW SELF DRILLING SCREW BACKER ROD & RIGID FILLER BACKER ROD & RIGID FILLER APPROVED SEALANT 1/4" MAX. APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4" MAX. {-SHIM SPACE NOTES. WOOD FRAMING METAL 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, OR 2X BUCK EMBEDMENT STRUCTURE NOT SHOWN FOR CLARITY. BY OTHERS BY OTHERS 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE 3/4" IN DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. 1 1/4" MIN. 1/4" MAX. SHIM SPACE EMBEDMENT �SHIM SPACE T__ \ 7- -1 1/2" MIN. 3/4" MIN. INTERIOR EDGE DISTANCEEDGE DISTANCE SIGNED: 11/15/2016 INTERIOR MI WINDOWS AND DOORS, LLC `����utli+Illii 650 W. MARKET ST. \\\\\g F'. 10 #10 WOOD X10 SMS OR GRATZ, PA 17030 r.'\CENq SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW 0 SCREWS 73" X 72" NON—IMPACT WOOD FRAMING FLANGE INSTALLATION DETAILS WITHOUT FILLERS OR 2x BUCK EXTERIOR METAL EXTERIOR ,70, TAT OF BY OTHERS STRUCTURE DRAWN: DWG NO. REV i ( p '�� BACKER ROD & BY OTHERS BACKER ROD & 'I" OR10.:G\�� BEHINDAPPROED FLANGE BEHIND FLANGE APPROVED NT SCALE NTS DATE 09/03/14 08-02357SHEETgOF 12 B // s/pNA I���``\\ 10 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L.ROBERTO LOMAS P.E. WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION 1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R. Lomas P.E. 434-666-0600 rllomas@lrlomaspe.wm FL No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED 2 1/2" MIN. .{ A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE I 8 REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS a • c •. 1 1/4" MIN. ne 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK ° ° ° n • EMBEDMENT SEE NOTES 3 — 7 SHEET 1 ° v CONCRETE/MASONRY BACKER ROD & 1/4" MAX. BY OTHERS 1/4" MAX. APPROVED SEALANT SHIM SPACESHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK o'v SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON v EXTERIOR INTERIOR 3/16" TAPCON ° INTERIOR BACKER ROD & 3/16" TAPCON APPROVED SEALANT BEHIND FLANGE ° OPTIONAL 1X BUCK 1/4" MAX' 2 1/2" SEE NOTE 3 — 7 SHIM SPACE MIN. v < EDGE SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY J� • ° BACKER ROD & BY OTHERS ° n ° APPROVED SEALANT • • n 1 1/4" MIN. BEHIND FLANGE a EMBEDMENT JAMB INSTALLATION DETAIL • a ° e • ° CONCRETE/MASONRY INSTALLATION a 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION SIGNED: 11/15/2016 MI WINDO0WW MADKET DOORS, LLC \\\'� R I!L0 GRATZ, PA 17030 v•��GENS 9��`� NOTES., SERIES 185 ALUMINUM FIXED WINDOW *• p b1 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 73" X 72" NON—IMPACT 0, — 1. NOT SHOWN FOR CLARITY. r?0" TVT OF FLANGE INSTALLATION DETAILS.WITHOUT FILLERS 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE i P �uf DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN: Dwc No. REV (0 R10^`•G\\\ SCALE DATE 09 08-02357 B // S�ONA j1�``�\\ NTS /03/14 9 OF 12 L.ROBERTO LOMAS P.E. LMS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 FL No62514 434-688-0609 dldmas@Irlomaspe.wm 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED 3/4" MIN WOOD FRAMING 1 1/4" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L. OR 2X BUCK METAL EDGE DISTANCE BY OTHERS EMBEDMENT STRUCTURE B REVISED NAME AND ADDRESS 10/27/16 R.L. BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX. BACKER ROD & SHIM SPACE APPROVED SEALANT BACKER ROD & BEHIND FLANGE RIGID FILLER APPROVED SEALANT RIGID FILLER #10 WOOD SCREW BEHIND FLANGE #10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR EXTERIOR INTERIOR #10 SMS OR #10 WOOD SCREW SELF DRILLING SCREW BACKER ROD & RIGID FILLER BACKER ROD & RIGID FILLER APPROVED SEALANT 1/4" MAX. APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4" MAX. _t :rF SHIM SPACE NOTES: WOOD FRAMING I METAL 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, OR 2X BUCK iiia 1 1/4" MIN. STRUCTURE 4t NOT SHOWN FOR CLARITY. EMBEDMENT 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE BY OTHERS BY OTHERS 3/4" MIN DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. 1 1/4" MIN. 1/4" MAX. SHIM SPACE EMBEDMENT SHIM SPACE RIGID FILLER RIGID FILLER 1/2" MIN. 3/4" MIN. INTERIOR EDGE DISTANC EDGE DISTANCE SIGNED: 11/15/2016 INTERIOR MI WINDOWS AND DOORS, LLC \���1ull+.+Iii/( 650 W. MARKET ST. `��% r,R.,1 p�/i/�� #10 WOOD #10 SMS OR GRATZ, PA 17030 .��GENs�9&�y SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW *• 0 61 *= SCREWS 73" X 72" NON—IMPACT WOOD FRAMING o OR 2X BUCK EXTERIOR METAL EXTERIOR DRAWN: INSTALLATIOwc NDETAILS WITH RIGID FILLERS • SAT OF �O BY OTHERS BACKER ROD & BYOTHERSBACKER ROD & �iOFS:;OR1�.:G � APPROVED NT APPROVED ANT 08 BEHIND FLANGE BEHIND FLANGE SCALE NTS DATE 09/03/14 SHB SHEET 10 OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L.ROBERTO LOMAS P.E. WOOD FRAMING OR 2XBUCK INSTALLATION METAL STRUCTURE INSTALLATION 1432 WOODFORD RD LEWISVILLE,NC27023 Luis R. Lomas P.E. 434-688-0609 dromas@lrlomaspe.aom FL No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED 2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE 8 REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY *1 < BY OTHERS e ° 1 1/4" MIN. 14 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK ° e EMBEDMENT SEE NOTES 3 — 7 ` SHEET 1 9 CONCRETE/MASONRY BACKER ROD & 1/4" MAX. BY OTHERS 1/4" MAX. APPROVED SEALANT SHIM SPACE SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK o RIGID FILLER SEE NOTES 3 — 7 SHEET 1 RIGID FILLER 3/16" TAPCON a.. EXTERIOR INTERIOR 3/16" TAPCON INTERIOR BACKER ROD & 3/16" TAPCON APPROVED SEALANT BEHIND FLANGE RIGID FILLER OPTIONAL 1X BUCK 1/4" MAX. 2 1/2" SEE NOTE 3 — 7 SHIM SPACE MIN. v SHEET 1 EDGE DISTANCE EXTERIOR CONCRETE/MASONRY 1 a > BACKER ROD & BY OTHERS e ° 1 1/4" MIN. APPROVED SEALANT n BEHIND FLANGE a EMBEDMENT aJAMB INSTALLATION DETAIL ` a ° CONCRETEIMASONRYINSTALLATION a 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEiMASONRY INSTALLATION SIGNED: 11/15/2016 NOTES: 1. NTERIORAND EXTERIOR FINISHES,BYOTHERS, MI WINDOWSANDMADKDOORS, LLC Co �z RKET ST. NOT SHOWN FOR CLARITY. GRATZ, PA 17030 \J.��GENS9Jf�il 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE SERIES 185 ALUMINUM FIXED WINDOW *• DESIGNED IN ACCORDANCE WITH ASTM E2112 0�fi1 *= 73" X 72" NON—IMPACT — kr� •' FLANGE INSTALLATION DETAILS WITH RIGID FILLERSSTATE OF ;•�� i-.P' DRAWN: DWG N0. REV BENTS DATE 09/03/14 085oEET11 OF 12— 2357 B �\\\\ L ROBERTO LOMAS P.E. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 LUIS R.FL NoL62514 434-688-0609 rllomas@Irlomaspe.mm REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. APPROVED B REVISED NAME AND ADDRESS 10/27/16 R.L. SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT /j6 WOOD WOOD SCREW FRAMING BY OTHERS 1/4" MAX. _F SHIM SPACE WOOD FRAMING �{ 1/4" MAX 3/8" MIN BY OTHERS I SHIM SPACE EDGE DISTANCE #s WOOD CREW INTERIOR SCREW INTERIOR EXTERIOR 1 1/4" MIN. EMBEDMENT NOTES: 1/4" MAX 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, IF7SHIM SPACE APPROVED NOT SHOWN FOR CLARITY. SEALANT 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE BEHIND FIN EXTERIOR DESIGNED IN ACCORDANCE WITH ASTM E2112 3/8" MIN 3/8" MIN EDGE DISTANCE EDGE DISTANCE JAMB INSTALLATION DETAIL #6 WOOD WOOD SCREW FRAMING WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED 1 1/4" MIN. BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED:11/15/2016 MI WINDOWS. AND DOORS, LLC J`\Oc' R�1,�0 ET ST. GRATZ, PA 17030 v•%r,EN,?9J+�ii SERIES 185 ALUMINUM FIXED WINDOW *• pis *= 73" X 7L NON—IMPACT ' S FIN INSTALLATION DETAILS `�0• TAT OF ,tV �0.. DRAWN: DWG N0. REV ii�.a�S"c(0R1DQ;. 237 SCALE NTS oaTE 09/03/14 OS sOEET52 OF 12 B IONA110�\`\` L.ROBERTO LOMAS RE Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 LUIS R.FL NoL62514 434-688-0609 �1cmas@lrlomaspe.wm Florida Building Code Online Page 1 of 3 SEEM- - BCIS Home Login i User Registration Hot Topics Submit Surcharge Stats&Facts Publications I FBC Staff BCIS Site Map Links Search Florida ,; ".'.,Product Product Approval lt'�� Y U1Gi6-USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail I. FL# FL15353-R2 l Application Type Revision 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 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.odf 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://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIS... 3/2/2017 Florida Building Code Online Page 2 of 3 Date Submitted 06/15/2015 Date Validated 06/15/2015 Date Pending FBC Approval 06/21/2015 Date Approved 08/19/2015 Summary of Products FL# Model,Number or Name Description 15353.1 5764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R2 II 08-01448A.odf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8"x 84".Max mullion FL15353 R2 AE 512072A.odf span: 52-1/8". Created by Independent Third Party: Yes 15353.2 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R2 II 08-01439A.odf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8"x 84".Max mullion FL15353 R2 AE 512063A.odf span: 83" Created by Independent Third Party: Yes 15353.3 5765 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R2 II 08-01449A.pdf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:Max single window size: 52-1/8"x 84".Max mullion FL15353 R2 AE 512073A.odf span: 104-1/4" Created by Independent Third Party:Yes 15353.4 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R2 II 08-01440A.odf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size: 52-1/8"x 84".Max mullion FL15353 R2 AE 512064A.odf span: 83". Created by Independent Third Party:Yes 15353.5 CM-18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R2 II 08-01442A.odf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size: 52-1/8"x 84".Max mullion FL15353 R2 AE 512066A.odf length-83". Created by Independent Third Party:Yes 15353.6 CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R2 II 08-01451A.odf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size-52-1/8"x 84". Max mullion FL15353 R2 AE 512075A.odf span- 104-1/4" Created by Independent Third Party:Yes 15353.7 CM-18523 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R2 II 08-01452A.odf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Max single window size-52-1/8"x 84". Max mullion FL15353 R2 AE 512076A.odf span-104-1/4". Created by Independent Third Party:Yes 15353.8 CM-18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R2 II 08-01443A.odf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIS... 3/2/2017 Florida Building Code Online Page 3 of 3 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size: 52-1/8"x 84". Max mullion FL15353 R2 AE 512067A.Ddf span-83" Created by Independent Third Party:Yes 15353.9 CM-18532 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R2 II 08-01453A.Ddf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: Max single window size-52-1/8"x 84". Max mullion FL15353 R2 AE 512077A.Ddf span- 104-1/4" Created by Independent Third Party:Yes 15353.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R2 II 08-01444A.Ddf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size: 52-1/8"x 84".Max mullion FL15353 R2 AE 512068A.odf span: 83" Created by Independent Third Party: Yes 15353.11 CM-18534 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R2 II 08-01454A.Ddf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size: 52-1/8"x 84".Max mullion FL15353 R2 AE 512078A.Ddf span: 104-1/4"• 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.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 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: MA ® ct9 M Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIS... 3/2/2017 x pl- astpro. CI . 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 .r n < t' 3 T M} i m � d 2J! 37W MAX.OVER U FRAME WIDTH v" OPAQUE FIBERGLASS DOOR3 INSWING J OUTSWING fes_ �z QJ Z GENERAL NOTES 3 0 aR J� 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code a w (FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). = o 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to a base material shall be beyond wail dressing or stucco. LL m a > . 3. When used in areas requiring wind bome debris protection this product complies with !M Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.124 of the FBC. 4. For 2x stud framing construction,anchoring of these units shalt be the same as that shown a ur for 2x buck mosonry construction. o u p 5. Site conditions that deviate from the details of this drawing require further engineering o analysis by a licensed engineer or registered architect. a C it d.. TABLE OF,CONtENTS : w SHEET0 DESCRIPTIONa. a I Typical elevation,design pressures,&general notes t9# OE$(G f� R$$flRi �P$Fj 'm' 2 Door panel details &[KING KlfAly}5 z' 3 Horizontal cross sections Qinsa Nstonf.. .Ft3lfllrE NECxATiVE uae------------ 0/25/14 °z g 4 Verficatcross sections INSWING 37.50"X 98.00" +b$0 -70 0 � N.T.S. 5 Buck and frame anchoring-2X buck masonry construction o a 6 Frame anchoring-IX buck masonry construction OUTSWING 37.50"x 96.50" + to. 3 7 Biu of materials&components 65.0' -65.0 � DINWlNON0: ,q $ FL^17184.18 0 stuff 1 of 7 a 2 tlo a a TYP.HEAD z?m MASONRY > JAMBS, TYP.HEAD& �.o"�'..d' OPENING MASONRY JAMBS e n g-9 OPENING, �a s� K N FRAME ^o a . 4 � 2X BUCK u oq z eo Z D y �¢o o m m m 2X BUCK nac TYP. m F SILL --- _0' BUCKANCHORING,. HlNGEJAMB a FRAME ANCNORlN0 STRIKEJAMS o Mosonry 2X buck consfivciion CONCRETE ANCHOR NOTES: Z$ 1.Concrete anchor locations at the comers maybe adjusted to maintain the min. M' u edge distance to mortarjoints, z 2.Concrete anchor locations noted os MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar jotnts,oddif onalconcrete anchors' ; 'J may be required to ensure the"MAX,ON CENTER"dimension ars not exceeded, 3. Concrete anchor,f:able: Lt►1T::.::t::::t:: : M:p 'GtEA:R A:NEi?i tN...,.s:..;..WOW.- 1 ,: as TA..AG:E::. 14 ODJAWe .912511 4�0 ................ az N.T. ITWV TAPCONe T14" 1-Si47 2" q" qac.m: AL m ELCO crx w-. LFS � paxwc xa a ULTRACON0 1/4- 1-1J4" 1. d" FL-17184.16 a LATCH dDEADBOLTDETAIL HINGEDETAIL o sxgr 5 or 7 0" '° .. m O- c I'S a. TYP.HEAD& 10 �ua•:a . d.•i,o MASONRY JAMBS OPENING. =:2 E1. . � ci HINGE DETAIL d cYi z oz FRAME o XU' r o ^o 0A �o OV XZD. j 1 X BUCK o al . `O : a �c N I m n L F SILL SILL G 27 z m a' LATCH&DEADIIOLTDETAIL o HINGE JAMB STRIKEJAMB a u FRAME ANCHORING ' CONCRETE ANCHOR NOTES: Mason IX buck construction d I.Concrete anchor locations at the comers may be adjusted to maintain fthe min. edge distance to mortar joints. 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional'concrete anchors may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. w 3.Concrete anchor table: ...................... 'tiIIN:C:!�4:kANC :t ti►f1`G.GRA:RNC :' 7 0 : ANCCiCSIt:;?i ;;:/MfN:F;:•:;:::.r..........: .. . ...-::::.:.................. ....... <••;r:.,:....:.• :................ ........TO:LN/tSCIf1RY `T.©;ADJA:GENI'.::' Z o :x;::.. :a:rs;::>;•$I.E`ia:•":•I: IV1:9b111Nt't:;r;;;:r::::::::::::::::.:::::::::::s•::r>:>:;iir;:':.:::::..:::;:;;:a:;•. :.......TI`PE:•:::::•:.:::::.-.:..:,.,............,.::..........::..:,.::..:...:...,....,....EL2GE:::::::::::.:::::::::•::-kMC1fbR:•:::::: n�re 8 F5/14 = e ::::.-:::::•:::.::.......... scua N114! 2" 47 .T.S. S rrw TAPCON mvo.BY. AL m m ELCO ® 1/4" 1.1/4" 1" 4" anc Br LFS ULTRACON onrwra NO- FL– 0 m' TAP ON® 3/16" 1-1/4" 3" seFfr 6 of 7 — — 5 3,a. 8111 OF MATERIALS ITEM DESCRIPTION MATERIAL A IX BUCK SG>=0.55 WOOD. B ,2X BUCK SG>=0.55 WOOD C 1/4"MAX.SHIM SPACE vn•: D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL b Z 5 3 MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 1,5 .=o.8 E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 4 S6° P f e ;a`a'4i'c v F l/4'X 2-1/4"PFH ELCO OR CONCRETE SCREW. STEEL 4.56,' o = o�- -'ice -- -�1 E _ 3 G 3/16"X 3-1 Jd"PFH ITW CONCRETE SCREW STEEL E H 1/4"X 3-1/4"PFH ELCO OR f(W CONCRETE SCREW STEEL N J 114!X 3,3/4"PFH'ELCO OR fTW CONCRETE SCREWSTEEL L '#10 X 2-112'PHi WOOD SCREW STEEL M #8 X 2-1/2'PFH WOOD SCREW STEEL HEAP astpE HEAD a stpE 6 SEALANT SILICONE 20 2t H?EA be SIDE o. 7 WEATHERSTRIP FOAM tams o 9 4"HINGE STEEL 10 #10 X 3J ti'PFH WOOD SCREW STEEL '' Q- 20 20 JAMB FINGER-JOINT-PINE WOOD a`� w o� 21 POLYFIBER COMPOSITE JAMB POLYFIBER 27 LATCH STRIKE PLATE STEEL o �° 28 DEADBOLT PLATE STEEL 30 DOOR SWEEP _ 4.5e 4.Sd 31 INSWING NG THRESHOLD BY DLP CS)i ALUM./WOOD 33 INSWING THRESHOLD BY DLP ISCS. ALUM.J WOOD m M 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS. 41 DOOR SKIN MIN.0.086"THICK PLAST-PRO/NANYA Py=11,063 PSI MIN'. FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH&HINGE STILE CELLULAR PVC 44 REINFORCEMENT WOOD FOR LOCKS LVL r !a—WING THRESHOLD / �.INSWINGTHRESHOLD E 45 BOTTOM RAIL CELLULAR PVC 4osH �scs o m 46 FOAM CORE POLYURETHANE . L 3 47 HINGE STILE REINFORCEMENT LVL 0 48 SALE REINFORCEMENT STEEL e ' Q � b V L Z p v, IAM 8/25/14 log' N.T.S. m Dynan. —AL m' CW.er. LLS 3' . m;Awmc NO--- FL-17184,16 O--FL-17184',1613 ° sitEt 7 or 7 s R R W Building Consultants, Inc. Yy p Consulting and Engincerin.Services for the Building Industry i� C'' P,O.Box 230 Valrico,FL 33595 Phonc SI16i9.9197 Florida Board.ofl'roicssiomd Enginccrs Ccnificatc ofAuthorizatioa No.9813 V I ' Product - Cate o Sub Category Manufacturer Product Name Plastpro Inc. Smooth!Wood Grain!White Wood Grain Exterior Swinging Exterior Door 5200 W.Century Blvd. Rustic!Mahogany Doors Assemblies Los Angeies,CA Series N Fiberglass Door Phone 440.969.9773 Outswing-'Impact" Scope: Product Evaluation report issued by R W°Building Consultants, Inc.&:Lyndon F.Schmidt, P.E.(System ID#1998)for Plastpro Inc.,based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entityy involved in the approval.process of the:product named Limitations: 1. This product has been evaluated and is in compliance with the-5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurdbane Zone". 2. Product anchors shall be as listed and spaced as shown on details..Anchor embedment to base material shall be,beyond wail,dressing or stucco. 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product.complies with Section 1609.1.2 of the FBC and does not require an impact'resistant.covering.This product meets missile level''D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-151.80.11 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements.for"HVHZ". 8, See drawing FL-151.80.11 for size and design.pressure limitations. Supporting Documents, 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201,202;203-94 Testing:Evaluation Lab.,inc. Lyndon F Schmidt,P.E CTLA 924W&924W1 TAS 201,202,203-94 Certified Testing Laboratories Ramesh Patel,P.E. ETC 07-209-193.03.0 ASTM D2843-99,ASTM D635-98 ETC Laboratories Ben Meunier ASTM Di 929-96,.ASTM D638-03 ETC 08-209-20609.0 ASTM D2843-99,,ASTM D.63„5-98 ETC Laboratories Gurjinder,uhami ASTM-D-19129-96,ASTM D.63870.3 ETC 06-25.5-1741.2.0 ASTM E84-05 ETC Laboratorie,.s Joe Dcidan,;P:E. ETC 05-255-16776.0: ASTM G26-95,D2843-99, D635=98, ETC Laboratories Joe[2oldan,P.E. D 1929-06,D638-03 2. Drawing No. Prepared by Signed&Sealed by No. FL-15180.11 RW Building Consultants, Inc.(CA#9813) Lynd-ri F.Sclimidt,-P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, inc.(CA 49813) Lyndon.F Selimidt, P.E. 4. Quality Assurance " :q4r n "v,. Certificate of Participation issued,by National Accreditation and , Management Institute,certifying that,Plastpro Inc.is,manufacturing products within a quality assurance program that complies with IS.O71EC 17020 and 4, Guide 53. ="z Lyndon F..Schmidt,P.E., FL PE No.434,09 :. 4!24!2015 Sheet 1 of 1 REVISIONS REV DESCRIPTION DATE APPROVED NOTES: A REVISED INSTALLATION DETAILS 06/10/15 R.L. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 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 X10 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) ALL FASTENERS TO BE CORROSION RESISTANT. UNDER SEPARATE APPROVAL. 4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH 6) SINGLE WINDOWS DRAWO BEING. MULLED ARE NOT LIMITED TO THOSEG. WINDOWS MUST BE MANUFACTURED BY MI ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHOWN IN THIS DRRAN WINDOWS AND DOORS, INC. ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS 7 DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. WINDOW OR DOOR UNIT. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE TYPE 1 (OR GREATER). UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS 5) TO ATTACH MULLION TO CLIP USE 4 ANCHORED AS SHOWN HEREIN. ( ) #10 x 1 1/4" SELF 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED. HOLES FOR SCREWS ARE NOT PRE—DRILLED BY MANUFACTURER. IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. 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:06/11/2015 Mssa WINDOWESTS AND SDTREET DOORS ``\\``S tR I�CO ��/,/ GRATZ, PA 17030-0370 v•*\GENS�.-f TABLE OF CONTENTS 5764 — VERTICAL MULLION *• p,�?5 �c SHEET N0. DESCRIPTION 83" MULLION SPAN GENERAL NOTES STATE OFA,-••t�� 1 NOTES DRAWN: DwD ND. REV ��'��•'�CORyOP•'`Z'�� 2 CONFIGURATIONS AND DP CHART SCALE DATE 08—01439 A 3 INSTALLATION DETAILS NTS 01/11/12 1 OF 3 REwSIONS 107 3/8" 107 3/8" 107 3/8" REV DESCRIPTION DATE APPROVED COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH A REVISED INSTALLATION DETAILS 06/10/15 R.L. Wl-{� W2 W1 W2 W1�{� W2 83" 83" // FRAME FRAME WINDOW FRAME WINDOW WINDOW HEIGHT WINDOW WINDOW HEIGHT WINDOW HEIGHT (MULLION (MULLION (MULLION SPA' /// SPA' / // SPA -�IL F_ 107 3/8" 107 3/8" 107 3/8" COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH W1 -{I-- W2w1 w2 /w1-{� wz l BY // /// WINDOW // 83" // /// WINDOW 831, J // WINDOW J FRAME FRAME /' / FRAME WINDO WINDO HEIGHT HEIGHT N W jf WIND W HEIGHT WIND � WINDOW (MULLION (MULLION (MULLION / SPA / SPA' �/ �/ SPA' W1�F- wz w1-II-wz w1 -I/ F- Wz 107 3/8" 107 3/8" 107 3/8" COMBINED WIDTH COMBINED WIDTH t7COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 1073/8"AS SHOWN HEREIN. --Design piessure rating(pst)with iebar-" Design Pressure ratiog(pso option Mullion Tributarywidth(in) Mullion Tributarywidth(in) span(in) 18.13 25.50 36.00 42.00 48.00 52.13 span(in) 18.13 25.50 36.00 42.00 48.00 52.13 25.00 130.0 130.0 130.0 130.0 130.0 130.0 25.00 130.0 _130.0 130.0 130.0 130.0 130.0 SIGNED:06/11/2015 37.38 130.0 130.0 127.2 127.0 127.0 127.0 37.38 130.0 130.0 127.2 127.0 127.0 127.0 49.63 120.7 94.3 77.9 73.8 72.1 72.0 49.63 120.7 94.3 77.9 73.8 72.1 72.0 MI WINDOWS AND DOORS \��ti111111///7/ 65.63 59.6 43.7 33.0 29.6 27.4 26.3 65.63 80.0 58.6 44.2 39.7 36.7 35.3 6GRA50 T/Z,SPA 17030 STREETRKET0370 ���\�J\S�CENS+ di�y 72.00 44.9 32.7 24.4 21.8 19.9 19.0 72.00 60.3 43.9 32.8 29.2 26.7 25.5 ' v F 84.00 28.1 20.3 15.0 13.2 11.9 11.3 84.00 37.7 27.3 20.1 17.7 16.0 15.1 5764 - VERTICAL MULLION *�• 0y�G'5 * _ BG MULLION SPAN LARGEAND SMALL MISSILE IMPACT,LEVEL D,WIND ZONE 3 LARGEAND SMALL MISSILE IMPACT,LEVEL D,WIND ZONE 3 APPROVED CONFIGURATIONS AND RATING CHARTS :,A• TAT OF DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT 0, DRAWN: i '�l p R(O : Dwc No. REV G'� INCLUDE FLANGE. INCLUDE FLANGE. /F S 08-01439 AONA I SCALE NTS DATE 01/11/12 2 OF 3 2 1/2" MIN REVISIONS EDGE DISTANCE REV DESCRIPTION DATE I APPROVED MASONRY/CONCRETE A REVISED INSTALLATION DETAILS 06/10/15 1 R.L. BY OTHERS 3.750' 1.000" 0.375" a a° a MIN. 1EM EMBEDMENT 3.261" 1.375" 0.422" I II I II I II 2.032" 2.875" ILL 1/4" TAPCON i L1 3.250" 0.843" SECT5796 0.843" CLIP �— T-- 4.000" SECT5796 CLIP 2x 00.210" OPTIONAL FOR CONCRETE INSTALLATION REBAR ALUMINUM 6063-T5.125"THICK U��J SECTMT00002CLIP MULLION ION 16GA(.063')GALVANIZED STEEL 3.750" 2.189" 1.0 0" 0.375" F-- z.14o"—I MT000022 I CLIP —T 1.125" 0.843.. 2x 00.210" #10 WOOD SCREW r SECT5764 MULLION I TALUMINUM 6005-T5.125'THICK 1 3/8" MIN. 1.562" a EMBEDMENT WOOD FRAMING/ 0.688" SECT5796 CLIP FOR WOOD FRAMINGINSTLLATION 1/2EDGE" MIN. 2x BUCK BY OTHERS —F ALUMINUM 6063-T5.125'THICK DISTANCE 1.531" VERTICAL CROSS SECTION SIGNED:06/11/2015 I WINDOWS AND MASONRY/CO CRETE AND INSTALLATIONOODFRAMING 16G 062J85-2 GALVANIBEDSTEEL 650 M17030-TOOTS ��,J`S-GE --dismay �. t`• 5764 - VERTICAL MULLION =*• tt�o POF *=' 83" MULLION SPANS( � INSTALLATION DETAILS AND COMPONENTS • TAT NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE DRAWN; DWO ND. REV i0'nFs'.0 Q G��� OR10, OR WOOD FRAMING SUBSTRATE. SCALE DATE 08-01439 A NTS 01/11/12 ISHEET3 OF 3 47, EXTERIOR q6 44 (42)- 43 n �$ n�e; O W Z onm 2t o 2 O Z 0 N INTERIOR 41 E: HORIZONTAL CROSS SECTIdM 35.75"MAX: --� �' •40 DOOR h» 1.58''-«{ 7 +— —3.68 PANEL WIDTH { t � 2 f 11 EXTERIOR INTERIOR m x 7OP.RAIL e LATCH d HINGE S IE 42 �REINFORCEMENT WOOD CeAulor PYC CeL'ubr PVC For bck cI 0.1y n Z SEEHARDWARETABLE , d 0 jn oi, OLl � Q X as 84TTOM RA11 a7 HINGE S11IE 4e S11tf RElNFORCFMENT 46 � � Cellular PVC Reinlorcement �~ D N � h w t!; z MANUFACfUNFR D KMKSEI, LOCK: SIGNANRESERM DOORPANEt DEAD60LT: SIGNATURE SERIES(984). 2 VERTICAL CROSS SECTION N•T.S• x 4wc.sr: ALmvAw No- m �w er: LFs `3 FL-17184.16 0 .[ SHEET 2'' OF 7 J, ie RAA-Projeds\Project Folders\Prof 1701-1600\PF 1 9\D.RWBC Drawings\FL-17184.11-20.dwg,3,6 m A m ? o w-+ m _ O O� DtG tV r � O p 0 ar sd _ c �Z rn M w M 4 0` $ EK- m �0 I5 WW O� r Xy 0 C3 >r 0 H (�(''') A . O D 7 oo � • a.a n - W N b.' �Z PRODUCT!. .' _.Documents,Ptepa.as er: . PLASTPRO UBDINC CONSULTANTS,INC . (W 226iff FIBERGLASS DOOR Jl, P.O.ea.z30 valr+ao FL 333Y5. :I Phons Na.:et3.039.9197 OR ASSEMBLY: Flcdda Board or Profeufonal En9lnaan w4a (p -. - - - -- - •- - - -- Certificate O! orizotion No,9813 ANO GATE BY HORIZONTAL CROSS SECTIONS-RN ) IS NS' Lyndon F.Schmtd6 P.E,No.43409 y _.. 02af4 R.W.9ai6aiNtl GaR9ULTANTH i a. RNA-Projects\Project Foldels\Proj 1701-1800\PF 1779\D.RWBC DrgM gs\FL-17184.11-.20.dwg.4.6 m m as H • p fl a , T A T7 C p.° G T < A - . V O a 9 N n a° on .. aA °. t�n .. ..... ° 070 - o 0 m c� m O N x H y a4 m $N A m O az Q R1 V A O w 0.15" C'SINK r sr (TYP-) 1-134"MIN. I-I/4"MIN. EMB.(TYP.) EMB.(TYP.) 1-1/4-MIN. EMB.(TYP.) .4 T W m A A A N m D a .p. A o rn �0 0 n.ca �4 •p n np- x e. Jn �n qC) �•y 0 N �m �rn ° m p O m Z m n m m 0 Q O A Z7 p 0 V � O I-1/4"MIN. _. . PRODUCT: IsDD mm4�.PnP d gy. PLASTPRO BUILDING CONSULTAMS. INC. FlBERGLASS DOOR (� / I�/PO Bo 230 3Vold-59. FL 335B5 YYYY Ph_ N BiJ BSBA197 Fldd B rd of ProfM1 I nal Engln.arm !R co ,y (n -. _ - - - .-- PART OR ASSEMBLY: 0artillcat�a thorizDOon No.8813 Imo+ ++ BY VERTICAL CROSS SECTIONS G7� .z 7. D, NO DATE ' REVISIONS 8 Lyndon F.sonmlep P.E. No.4340 0 2014 R.W.9llILDIND IiDNDULTANTe IND.