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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 4 Business & Professional Regulation Fla SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats S Facts Publications FBC Staff SCIS Site Map Links Search eatrovILE COPY 5 5 '-- USER: L L5 QrodUd Aooroval Menu>Product or Application Search>Application List>Application Detail FL# FL17499-R2 Application Type Revision Code Version 2017 mfr Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments RECEIVED Archived ❑ Product Manufacturer MI Windows and Doors JAN 2 9 2018 Address/Phone/Email 650 West Market Street Gratz,PA 17030 ST. Lucie Count P (717)365-3300 Ext 2560 y, ermitting 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. Unch,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/13/2017 Date Validated 12/29/2017 Date Pending FBC Approval Date Approved 01/08/2018 http://floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDgtCUGgvj Qiz6BPhSO... 1/19/2018 Florida Building Code Online Page 2 of 4 Date Revised 01/15/2018 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 R2 C CAC MI Windows- 185 SH(Fin)Impact Approved for use outside HVHZ:Yes (2).Ddf Impact Resistant:Yes FL17499 R2 C CAC MI Windows- 185 SH(Fin)Impact Design Pressure:+55/-55 (3).pdf p i Other: R-PG55,Missile Level D,Wind Zone 3.Glass to be FL17499 R2 C CAC MI Windows- 185 SH(Flanoe)Impact <�A{►C�� bedded in Pecora 896 sealant. (2).odf FL17499 R2 C CAC MI Windows- 185 SH(Flange)Impact Quali y Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R2 II 08-02544B-1-odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R2 AE 5133208-1 pdf Created by Independent Third Party:Yes 17a99.7 1185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R2 C CAC APC(13362)E1725 01 109-47-RO 185 j Approved for use outside HVHZ:Yes SH(FLG waiver)5-8IG 1-8A 52 1-8X84 R60(100918).Ddf Impact Resistant: No FL17499 7499 R2 C CAC MI Windows- 185 SH(Fin)(10).pdf Design Pressure: 60/-60 FL17499 R2 C CAC MI Windows- 185 SH(Fin)(9).Ddf Other: R PG60 FL17499 R2 C CAC MI Windows- 185 SH(Flange)(9)pdf Quality Assurance Contract Expiration Date Z 10/09/2018 Installation Instructions F117499 R2 II 08-025468-2.odf Verified By:Luis R Lomas PE 62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R2 AE 5133228-2.Ddf Created by Independent Third Party:Yes 17499.3 18S SH 36x84 Fn/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17499 R2 C CAC MI Windows- 185 SH(Fin)Impact Approved for use outside HVHZ:Yes (4).Ddf Impact Resistant:Yes FL17499 R2 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 R2 C CAC MI Windows- 185 SH(Flanoe)Impact bedded in Pecora 896 sealant. (3).Ddf FI 17a99 R2 C CAC MI Windows- 185 SH(Flange)Impact (4).Ddf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R2 II 08-025456.pdf Verified By:Luis R Lomas PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R2 AE 5133218-3 pdf Created by Independent Third Party:Yes 17499.4 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limit of Use certwication Agency Certificate Approved for use in HVHZ:No FL17499 R2 C CAC APC(13361)E1726 01-109-47-RO 185 Approved for use outside HVHZ:Yes SH(FLG waiver).vdf Impact Resistant: No FL17499 R2 C CAC MI Windows- 185 SH(Fin)(11)pdf Design Pressure: +60/-60 FL17499 R2 C CAC MI Windows- 185 SH(Fin)(12)pdf Other:R PG60 FL17499 R2 C_CAC_Ki Windows 185 SH(Flanoe) (10).odf Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions F117499 R2 II 08-02549B,odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R2 AE 513327B-4.pdf Created by Independent Third Party:Yes http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6BPhSO... 1/19/2018 Florida Building Code Online Page 3 of 4 17499.5 1185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17499 R2 C CAC APC(13363)E1729.01-109-47-RO 185 Approved for use outside HVHZ:Yes SH(FLG waiver).pdf Impact Resistant: No FL17499 R2 C CAC MI Windows- 185 SH(Fin)(13).pdf Design Pressure:+60/-60 FL17499 R2 C CAC MI Windows- 185 SH(Fin)(14).odf Other:R-PG60* FL17499 R2 C CAC MI Windows- 185 SH(Flange) (11).Ddf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R2 II 08-02550B.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R2 AE 513328B-5.pdf 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 R2 C CAC_MI Windows- 185 SH Triple(Fin) Approved for use outside HVHZ:Yes (3).odf Impact Resistant: No FL17499 R2 C CAC MI Windows- 185 SH Triple(Fin) Design Pressure: 5C/-50 (4).Ddr Other:R-K,50' FL17499 R2 C CAC MI Windows- 185 SH Triple(Flange) (3).Ddf FL17499 R2 C CAC MI Windows- 185 SH Triple(Flange) (4).Ddf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R2 II 08-02548B.Ddf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R2 AE 5133248-6.odf 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 R2 C CAC MI Windows- 185 SH Twin(Fin) Approved for use outside HVHZ:Yes (3).Ddf Impact Resistant: No FL17499 R2 C CAC MI Windows- 185 SH Twin(Fin) Design Pressure: •45/-45 (4),Ddf Other: R-PG45 FL17499 R2 C CAC MI Windows- 185 SH Twin(Flange) (3),Ddf FL17499 R2 C CAC MI Windows- 185 SH Twin(Flange) (4).odf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R2 II 08-025478-7.Ddf Verified By:Luis R Lomas PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R2 AE 5133238-7.Ddf Created by Independent Third Party:Yes Back Neat Contact Us::2601 81a'r Sty e Road.Tallah«ee FL 32399 M2ne 850-48T1824 The State of Florida is an AA/EEO employer.Coovnoht 2007-2013 State of Florida ::Privacy Statement::Accewbility 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 tradrWrial 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 em lils provided may be used for official communication with the licence.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. ProMrct Approval Accepts: ,it Credit Card Safe http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6BPhS0... 1/19/2018 Ar REVISIONS REV DESCRIPTION DATE APPROVED A REVISED ANCHOR SPACING do CHARTS 07/11/16 R.I. B REVISED GLAZING 09/29/17 R.L. NOTES: 15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE ((10 WOOD i. 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 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH 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 N 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. 18. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 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 S. 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: EXTRUDED RIGID PVC. 12, UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 9 FOR GLASS DETAILS. 13, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE MB 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: 10/02/2017 MI WINDOWS AND DOORS, LLC ��u►1llurrrri 650 WEST MARKET STREET �X\\J\`' �D�q/ice GRATZ, PA 17030-0370 ��•��GENS� ,�P SERIES 185 ALUMINUM SINGLE HUNG WINDOW =*• 0 l''51 *= 52"x72" IMPACT =o TABLE OF CONTENTS NOTES ��0, TATE OF SHEET NO. DESCRIPTION P � DRAWN: 0'WG N0. REV ///�S��DRL�•G\\\\ 1 NOTES scAiE DATE OB s�EEr44 B �ii7S�ONAj1E� 2 - 3 ELEVATIONS NTS 12/09/14 1 OF 9 flim 5 - 8 INSTALLATION DETAILS L.ROBERTO LOMAS P E Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVRIE,NO 17023 FL No.: 62514 9 COMPONENTS k GLASS DETAILS 434-888-0609 60-15@10—SPO—m REVISIONS REV OMRFTION QVE IPRROVEO 52" MAX FRAME WIDTH 52" MAX FRAME WIDTH A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. 2" MAX I 16" MAX O.C. 2" MAX 2" MAX 16" MAX O.C. --{ 2" MAX B REVISED GLAZING 09/29/17 R.L. /Tal- 2'- CHART#1 Number of anchor locationsd 2 (in) LLL / Frame F me Wfdth In Height 18.00 24.00 30.00 36.00 1 42.00 48.00 52.00 16" O (int Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb MAX MAX / 24.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 O.C. f O.C. 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 72" T— / 72" 36.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 MAX MAX -- 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 48.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 1 FRAME FRAME 54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 HEIGHT /\ HEIGHT 60,00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 / \ 66.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 "�ILJI� ,ILJIr 72.00 2 6 3 6 3 8 3 5 4 5 4 6 1 4 6 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE 8 FINLESS INSTALLATION FLANGE 8 FINLESS INSTALLATION SEE CHART#1 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART M1 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE HATING IMPACT RATING t55.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 3 SIGNED: 10/02/2017 NOTES: MI 650 WEST T MA D MARKET ET LLC \\\\\\51IR 111 I ILI0 ��/// 1. MAXIMUM SASH SIZE: 51" X 36". GRATZ, PA 17030-0370 •�\GENSF9J'�� 2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2". 3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2". SERIES 185 ALUMINUM SINGLE HUNG WINDOW =*• 10,8¢61 # 52"x72" IMPACT FLANGE & FINLESS ELEVATIONS TATE OF t411 DRAWN: DWG N0. REV —0 to G\ \� N.G. 08—C2544 B //JS/ONA/111 11�� HARDWARE SCHEDUALE LE NTS DAiE 12/09/14 2 OF 9 r (2)METAL SWEEP LOCK AT FROM EACH END INTERIOR MEETING RAIL L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. . 1432 WOOOFORD RD LEWISVILLE.MC 27023 FL No.: 62514 . (2)BLOCK AND TACKLE BALANCE AT JAMBS 434-688-0609 rNomea®hbmeape.com REVISIONS 52" MAX FRAME WIDTH I^ 52" MAX FRAME WIDTH Rev oescRwnON DATE �rpaaaEo A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. 2" MAX (— 10 2" MAX 2" MAX �— �{ 0" MAX O.C. f MAX O.C. 2 MAX 8 REVISED CLALNG 09/29/17 R,L, CHART#2 TT- -- -L_ �— Number of anchor locatlons required / 10" MAX O , Frame Frame Width In / O.C. / Height 18.00 24.00 30.00 1 3&00 4200 48.00 5200 772• / 4 0 H B S Jamb HBS Jamb H 8 S Jamb H B S Jamb H B S Jamb H S S Jamb H 8 5 Jamb MMAX _ 24.00 3 3 3 3 4 3 5 3 5 3 6 3 6 3 FRFRAME 3000 3434 4 4 5 a 5 a e 4 6 4 HEIHEIGHT 36.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 42.00 3 5 35 4 5 5 S 5 5 8 5 848.00 3 8 3 8 4 6 5 6 5 8 6 6654.00 3 6 3 6 4 6 5 6 5 5 6 6 6 6 37 3 7 4 7 5 7 5 7 6 7 8 3 8 3 8 4 8 5 8 5 8 8 8 6 72.00 13 1 8 1 3 1 8 4 1 8 5 8 8 6 8 6 8 L4 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FIN INSTALLATION RN INSTALLATION SEE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t55.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D,WINO ZONE SIGNED:10/02/2017 NOTES: MI WINDOWS AND DOORS, LLC ��u111ilIll�� 1. MAXIMUM SASH SIZE: 51" X 36". 650 WEST MARKET STREET J��S R. Lp�/i�� 2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2". GRATZ, PA 17030-0370 `�� J .'rEN "9i�� 3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2". SERIES 185 ALUMINUM SINGLE HUNG WINDOW _*• 06251 x7 *= 52" 2" IMPACT FIN ELEVATIONS r o• TATE O0. F DRAWN: DWG N0. �• N.G. 08-02544 R ��iFSS�OR10P•G�f\�� HARDWARE SCHEDULE SALE NTS DArE 12/09/14 CD3 OF 9 (2)METAL SWEEP LOCK AT 8"FROM EACH END INTERIOR MEETING RAIL L.ROBERTO COMAS P.E. (2)BLOCK AND TACKLE BALANCE AT JAN BS 1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R. Lomas P.E. 434-686-060.9 Nbmas®6brraspecom FL No.: 62514 f' I 1/2" MIN REVISIONS EDGE DISTANCE 1/2" MIN Rev DESCRIPTION DATEvvRGvm WOOD FRAMING METAL EDGE DISTANCE OR 2X BUCK STRUCTURE A REVISED ANCHOR SPACING dt CHARTS 07/11/16 R,L. BY OTHERS BY OTHERS 1/4" MAX. B REVISED GLAZING 09/29/17 R.L. 1 1/4" MIN. SHIM SPACE EMBEDMENT _ 1 1/4" MIN. 1/4" MAX. I 'r EMBEDMENT SHIM SPACE BACKER ROD APPROVED T �_ & APPROVED 1/4" MAX. SEALANT SEALANT SHIM SPACE 1/2 MIN EDGE INTERIOR DISTANCE x/10 WOOD SCREW #10 SMS OR SELF DRILLING SCREW N10 WOOD lNTERlOA INTERIOR SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR2X BUCK INSTALLATION 1/4" MAX. SHIM SPACE EXTERIOR EXTERIOR 1y10 SMS OR SELF DRILLING INTERIOR SCREWS SILL TO BE SET 1 2 SILL TO BE SET IN A BED OF MIN. IN A BED OF APPROVED EDGE APPROVED STRUCTURAL DISTANCE STRUCTURAL BACKER ROD SEALANT -1— BACKER ROD SEALANT & APPROVED I EXTERIOR & APPROVED SEALANT 1/4" MAX. METAL SEALANT 1/4" MAX. SHIM SPACE STRUCTURE BACKER ROD r SHIM SPACE METAL BY OTHERS & APPROVED EALAINSTAL WOOD FRAMING STRUCTURE OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL BY OTHERS METAL STRUCTUREINSTALLATION SIGNED: 10/02/2017 VERTICAL CROSS SECTION MI WINDOWS AND DOORS, LLC ��►11iIr11/� METAL STRUCTURE INSTALLATION 650 WEST MARKET STREET \\\��5 R•Lp�/,, VERTICAL CROSS SECTION GRATZ, PA 17030-0370 `�r.�\p EN,S�.q�I�i� WOOD FRAMING OR 2X BUCK INS TALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• p,�g�$ *= 52"x72" IMPACT — e0 = FLANGE INSTALLATION DETAILS TATE OF NOTES: DRAWN: DWG NO. aev �i ••�� -Z 08-02544 I.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, OR1�. \\ NOT SHOWN FOR CLARITY. N.G. OB-02544 B /sS G\\ 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE scxe NTS D^� 12/09/14 s"E�4 OF 9 /",-S"o�AL1�a�\\ DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROSERTO LOMAS PE. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27323 FL No.: 62514 434{{83.0609 ,lfome9N11rlorn 6pe.mm 2 1/2" MIN. _ REhsoes EDGE DISTANCE REV DESCRIPTION DATE MFROVFD CONCRETE/MASONRY A REVISED ANCFi7R SPACING h CHARTS 07/11/16 R.L. BY OTHERS •• e • . B REVISED GLAZNG 09/29/17 R.L. e • sc OPTIONAL 1X BUCK . ° 1 1/4" MIN. SEE NOTES 3 - 7 EMBEDMENT 1 1/4" MIN. 1/4" MAX, SHEET 1 -� EMBEDMENT I SHIM SPACE I CONCRETE/MASONRY 1/4" MAX. j BY OTHERS BACKER ROD SHIM SPACE & APPROVED ° SEALANT 3/16" TAPCON 3/16" TAPCON ' •° ' INTERIOR '• ° INTERIOR 2 1/2" .. MIN. EDGE v ' EXTERIOR DISTANCE E EXTERIOR 1- BACKER ROD & APPROVED OPTIONAL 1X BUCK SEALANT SEE NOTES 3 - 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION SILL TO BE SET IN A BED OF BACKER ROD APPROVED NOTES: & APPROVED STRUCTURAL 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SEALANT SEALANT NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL 1X BUCK 1/4" MAX. DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 10/02/2017 SEE NOTE 3 - 7 `SHIM SPACE SHEET 1 MI WINDOWS AND DOORS, LLC \\1�1111111/1I7,, 650 WEST MARKET STREET J�S FZ LO�q�ii CONCRETE/MASONRYA GRATZ, PA 17030-0370 •��GENS*.•,� BY OTHERS ° ° SERIES 185 ALUMINUM SINGLE HUNG WINDOW =*• o,81261 k= +' • 52x72" IMPACT - /mac� °•, ' y a f !'� FLANGE INSTALLATION DETAILS �y°DTATE OF e ° �.o' DRAWN: VERTICAL CROSS SECTION srxc wre I. 08 502544 js�ONAL1Ea��`� NTS 12/09/14 5 OF 9 CONCRETFIMASONRY INSTALLATION L.ROBEATO LOMAS PE. LU15 R. Lomas P.E. 1432 WOODFORD RD LEWISVILlE,NC 27023 FL No.: 62514 434-6880609 100-S@100-SP- illy ('ETA " 1/2" MIN REV6IONS rEDGE DISTANCE wTE --PROVED I RE DESCRIPTION METAL A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. WOOD FRAMING STRUCTURE OR 2X BUCK BY OTHERS 1/4'" MAX. B REVISED GLAZING 09/29/17 R.A. BY OTHERS SHIM SPACE _ 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE BACKER ROD APPROVED — — & APPROVED SEALANT SEALANT 1/2 MIN EDGE INTERIOR DISTANCE #1WOOD SCREW INTERIOR #10 SMS OR #10 WOOD INTERIOR SELF DRILLING SCREW �� SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION EXTERIOR EXTERIOR t IM MAX. SHIM SPACE #10 SMS OR SELF DRILLING INTERIOR SCREWS l l — - SILL TO BE SET 1/2" SILL TO BE SET IN A BED OF MIN. IN A BED OF APPROVED EDGE DO APPROVED STRUCTURAL DISTANCE STRUCTURAL BACKER ROD SEALANT 1 EXTERIOR BACKER ROD SEALANT & APPROVED & APPROVED SEALANT BACKER ROD SEALANT _ 1/4" MAX. --1 1/4" MAX. METAL & APPROVED F SHIM SPACE SHIM SPACE STRUCTURE SEALANT --- BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING METAL METAL STRUCTURE INSTALLATION SIGNED: 10/02/2017 OR 2X BUCK STRUCTURE BY OTHERS BY OTHERS MI WINDOWS AND DOORS, LLC ��11111111/I// 650 WEST MARKET STREET \\\\J�5 R• L GRATZ. PA 17030-0370 `r .*,O,EN,�psi VERTICAL CROSS SECTION VERTICAL CROSS SECTION SERIES 185 ALUMINUM SINGLE HUNG WINDOW =*• 0 61 *= WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION 52'X72" IMPACT FINLESS INSTALLATION DETAILS ,?1 STAT OF NOTES: DRAWN. owe No. Rey iO''••'Cl P. �� 1,INTERIOR AND EXTERIOR FINISHES,BY OTHERS, i F ••DRIO, \ ' NOTSNOWNFORCLARITY. N.G. 08-02544 B sS G\\ 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BENTS DATE 12/09/14 seLET6 OF g �NAL1E��\ DESIGNED IN ACCORDANCE WITH ASTM E2112 1..ROBERTOLOMASPE Lu15 R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NG 27023 434-688-0609 Alomas@lAom pe.rom FL No.: 62514 RENSN)NS 2 1/2" MIN. REV DESCRIPTION D•TE I APPROVED EDGE DISTANCE A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. CONCRETE/MASONRY BY OTHERS B REVISED GLAZING 09/29/17 R.L. '• e'' a OPTIONAL 1X BUCK • • •e. •e 1 1/4" MIN. 1 1/4" MIN, SEE NOTES 3 – 7 EMBEDMENT EMBEDMENT SHEET 1 CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK /4" MAX. • SEE NOTES 3 – 7 BACKER ROD SHIM SPACE ,v SHEET 1 & APPROVED • SEALANT 3/16" TAPCON `° 3/16" TAPCON 1/4" MAX. •. SHIM SPACE INTERIOR V INTERIOR 2 1/2" ., MIN, dq EDGE DISTANCE EXTERIOR •• EXTERIOR BACKER ROD do APPROVED SEALANT JAMB INSTALLATION DETAIL SILL TO BE SET CONCRETEIMASONRYINSTALLATION BACKER ROD IN A BED OF dL APPROVED APPROVED NOTES: SEALANT STRUCTURAL 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, AD,— SEALANT NOT SHO WN FOR CLARITY. OPTIONAL IX BUCK2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEE NOTE 3 – 7 1/4" MAX. DESIGNED IN ACCORDANCE WITHASTM E2112 SHEET 1 r SHIM SPACE SIGNED: 10/02/2017 M CONCRETE/MASONRY f 650DOE5T MARKETD DOORS, LLC \�T \\\ S lR 11L107jX//// BY OTHERS • GRAT2, PA 17030-0370 w•'�GENS • •. SERIES 185 ALUMINUM SINGLE HUNG WINDOW =*' �Y0 61 *= a ! • ,' 52"x72" IMPACT n ,. FINLESS INSTALLATION DETAILS ,= ��, TAT, OF ,{Lc,r,� G DRAWN: DWG N0. VERTICAL CROSS SECTION SGLE DArE OS SOYE544 e S�ONALIEN��`� CONCRETE/MASONRYINSTALLATION NTS 12/09/14 7 OF 9 L.ROBERTO LOWS P E. LUIS R. Lomas P.E. 1432 WOOD FORD ROLEMSVILLE,NC27023 FL ND.: as P 434666-0609 rI?0fM5 1lAwwp•.com REVISIONS 1 1/4" MIN. REV DESCRIPTION DATE APPROVED APPROVED 07/1!/16 R.L. EMBEDMENT SEALANT A REVISED ANCM7R SPACING d<CHARTS BEHIND FIN WOOD 8 REVISED GLAZING 09/29/17 R.L. FRAMING BY OTHERS 1/4" MAX. - F SHIM SPACE 7/16" MIN _ EDGE DISTANCE WOOD FRAMING 1/4" MAX #B WOOD SCREW BY OTHERS SHIM SPACE #8 WOOD SCREW INTERIOR 1 1/4- INTERIOR MIN. EMBEDMENT -T- I APPROVED SEALANT BEHIND FIN EXTERIOR 7/16" MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION #8 WOOD SCREW � NOTES: 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 1/4° MAX NOT SHOWN FOR CLARITY. SHIM SPACE 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 10/02/2017 7/16" MIN ] — MI WINDOWS AND DOORS' LLC ��1111illlri EDGE DISTANCE ��g 650 WEST MARKET STREET �'A l79 APPROVED WOOD GRATZ, PA 17030-0370 `�r••�VGENS� s SEALANT I FRAMING SERIES 185 ALUMINUM SINGLE HUNG WINDOW ;4,BEHIND FIN 1 1/4" MIN. BY OTHERS 52"x72" IMPACTEMBEDMENT FIN INSTALLATION DETAILS STATFTICAL ROSTAION SSSEIONNWOOD FRAPN. O -0EV 2544 RB s/pNAi-ENG sc.aE NTS DATE 12/09/14 S,CET8 OF 9 ,T//111itI1IN\\\ L.ROBERTO LOMAS PE. LUIS R. Lomas P.E. 14J2 WOODFORD RD LEWISVILLE.NC 27023 FL No.: 62514 434 688 0609 rll0m85@lrlonavpe.com REVISIONS 2 3/16" 1 7/8" Rev ocsADATE APPROVED 2 3/16"� A REVISED SP ANCROR SPACING k CHARTS 07/11/16 R.L. 8 REVISED GLAZING 09/29,x17 R.L. 3/16" 2 3/16" 1 2 3/16" L7 1 SI 6" LT--j FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD5/8" CM-18501 FINLESS FRAME JAMB ALUMINUM 6063-T5.050"THICK CM-18503 CM-18553 CM-18513 ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.050'THICK t/8" ANN. 1/8- ANN. 2 5/16" -j 2 5/16" 12 5/16" -1 1/8" ANN. .090 PVB BY KURARAY FMETAL REINFORCED BUTYL SPACER -' 2 3/116" '- EXTERIOR 3 3/8" 2 13/1 " 3 3/4" 1 L_ INTERIOR Ll� I 1/2" BITE SILICONE ��r 2 5/16" 1� SETTING BLOCK SEALANT FLANGE FRAME SILL FINLESS FRAME SILL GLAZING DETAIL CM 18502 CM-18554 FIN FRAME SILL FIN FRAME HEAD ALUMINUM 6063-75.055'THICK ALUMINUM 6063-T5.055"THICK CM-18509 CM-16506 ALUMINUM 6063-T5.055"THICK ALUMINUM 6063-T5.050"THICK 1 7/16" —I 1 5/8" r 1 1/8" 2 3/g,. 2 5/16" 2" 2 3/16., J� L I =�[ LOCK RAIL/STILE SASH BOTTOM RAIL MEETING RAILFIN FRAME JAMB CM-16505 ALUMINUM 6063-T5.062CM-18555 CM-16504 CM-18510 "THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.055"THICK ALUMINUM 6063-T5.050"THICK 1—� 1/8 —11 3/8 SIGNED: 10/0212017 MI WINDOWS AND DOORS, LLC \\�JlllIC/// / 650 WEST MARKET STREET "\� �5," . GRATZ, PA 17030-0370 `��v.'�OENS'9s% T - T-- F• , SERIES 185 ALUMINUM SINGLE HUNG WINDOW =*X 0 61 #- GLAZING BEAD SASH STILE 52"x72" IMPACT — - CM-18535 CM-18507 COMPONENTS 0T'AfE OF RIGID PVC.050"THICK ALUMINUM 6063-T5.050"THICK DRAWN REV �0�.'FTATro'. \\ OWG N0. N.G. 08-02544 B FSS,•.."•�G`�� LNTS DATE 12/09/14 siEET9 OF 9 //7T'111111101L ROBERTOLOAWSP..E LUIS R. Lomas P.E. 1192 WOODFORD RD LEWISVILLE,NO 27023 x34688.0609 rllwnes@1rj=85pecom FL No.: 62514