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Home My WebLink AboutProduct Approval; Single Hung WindowFlorida Building Code Online Page 1 of 4 r e e e '•g alation M BCIS Home' { Log in I User Registration i Hot Topic Submit Surcharge ; Stats & Facts Publications FBC Staff SCIS Site Map Links 'Search •; �01'!C� a Product Approval��-/G� USER: Public 1150r / ii 5 product Aooroval Menu > Praiuct or Aoolfcation ar h > AnolicaHon Ust > Application Detail �• G y q, C �/ VV FL # FL17499-R2 t'/S Application Type Revision �y,� Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717) 365-330b EXt 2560 bsitiiriger@ miwd.com Authorized Signature Brent Sitlinger bsitiinger@mlwd.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 Ste'ven.M. Urich, PE, 9�' Validation.Checklist = Hardcopy Received Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified;By - Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Standard AAMA 506 AAMA/WDMA/CSA 101/I.S:2/A440 Method 1 Option A 12/13/2017 12/29/2017 01/08/2018 Year 2011 2008 http://floridabuilding.orglprlp: _app_4tl.aspx?param=wGEVXQwtDgtCUGgvjQiz6BPhSO... 1/19/2018 Florida Building Code Online Page 2 of 4 0 Date Revised FL # Model, Number or Name 17499.1 185 SH 01/15/2018 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +55/-55 Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be bedded In Pecora 896 sealant. Description 52x72 Fin/Flange Frame IG/SG Impact Single Hung Certification Agency Certificate FL17499 R2 C CAC MI Windows - 185 SH (Fin) Impact (2).odF FL17499 R2 C CAC MI Windows - 185 SH (Fin)'Impact 3 . df FL17499 R2 C CAC MI Windows - 185 SH (Flange) Impact (2)-ad FL17499 R2 C CAC MI Windows - 185 SH (Flange) impact (5).Ddf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 112•II 08-02544B-I.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R2 AE 513320B-1.i3df Created by Independent Third Party: Yes 17499.2 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Approved for use in HVHZ: No Approved•for use outside'HVHZ: Yes Impact Resistant:, No Design Pressure: +60/-60 Other: R-PG60 Certification Agency Certificate FU7499 R2 C CAC APC(13367)E172 01 109 47 RO 185 SH(FLG waiver)5-8IG 1-8A 52 I-SX84 R60(100918) Ddf FL17499 R2 C CAC MI Windows - 185 SH (Fin) (10) Ddf FL17499 112 C CAC MI Windows - 185 SH (Fin) (9) Ddf FL17499 R2 C CAG MI Windows - 185 SH (Flange) (9) Ddf Quality Assurance.Contract Expiration Date 10/09/2018 Installation Instructions FL17499 R2 II 08-02546B-2.Ddf Verified By: Luis R Lomas PE 62514 Created.by Independent Third Party: Yes Evaluation Reports FU7499 R2 AE 513322E-2.pdf Created by Independent Third Party: Yes. 17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Approved -for use in HVHZ: No .. Approved -for use outside HVHZ: Yes Certification Agency Certificate FL17499 R2 C CAC MI Windows - 185 SH (Fin) Impact (4)_DdP Impact. Resistant: Yes' Design Pressure: +55/-55 Other: R-PG55*„Missile Leyel.D,.Wind Zone 3. Glass to be bedded:Ln Pecora,8962seaiant. FL17499 0 C CAC MI Windows - 185 SH (Fin) Impact (5) Done f FL17499 R2 C CAC MI Windows - 185 SH (Flange) Imoact (3).pdf FL17499 R2 C CAC MI Windows - 185 SH (Flange) Impact (41.0 ,Quality Assurance°Contract Expiration Date 10/17/2018' Installation Instructions. FL17499 R2 II 08-025456,r)df Verified By:. Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports' - FL17499 R2 AE 513321E-3.Ddf Created by Independent Third Party: Yes 17499.4 165 SH 52z72 Fin/,Flange Frame IG/SG Single Hung Laminated Glass 'Lirnits or use ., Approved forusein HVHZ: No Approved for use outside HVHZ: Yes certification Agency Certificate FL17499 R2 C CAC APC(13361)E1726.01-109-47=R0 185 SH(FLG'Waiver).Ddf' Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60 FL17499 R2 C CAC MI Windows - 185 SH (Fin) (11) Ddf FL17499 R2 C CAC MI Windows - 185 SH (Fin) (17) Ddf FL17499 R2 C CAC MI Windows - 185 SH (Flange) (10)-ndf Quality Assurance Contract Expiration Date 10/0812018 Installation Instructions FL17499 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.orglpr/pr app_dtl.aspx?pararn=wGEVXQwtDgtCUGgvjQiz6BPhSO... 1/19/2018 Florida Building Code Online Page 3 of 4 17499.5 1185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60* 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate FL17499 R2 C CAC APC(1 3G3)E1729 01 109 47 RO 185 SH (FLG waiver).Ddf FL17499 R2 C CAC Mf Windows 185 SH (Fin) (13) adf FL17499 R2 C CAC MI Windows - 185 SH (Fin) (14) Ddf FL17499 R2 C CAC MI Windows - 185 SH (Flancie) 11 . dF Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R2 II 08-025505_ df Verified By: Luis R Lomas, PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17429 R7 AE 513328E-5 Ddf Created by Independent Third Party: Yes ___[ 17499.E 185 Triple SH 111x72 Fin Frame IG/SG Single Hung 1101i72 Flange Frame IG/SG Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: R-PG50* Certification Agency Certificate FL17499 R2 C CAC MI Windows - 185 SH Triple (Fin) (31.Ddf FL17499 R2 C CAC MI Windows - 185 SH Triple (Fin) (4).Ddf FL17499 R2 C CAC MI Windows - 185 SH Triple (Flange) (3).Ddf 11 17492 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 Createtl by Independent Third Party: Yes Evaluation Reports FL17499 R2 AE 513324B-6 odf Created by Independent Third Party: Yes 17495.7 185 Twin SH 106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame IG/SG Single Hung Limits of Use Approved for use In HVHZ: No Approved for use outside, HVHZ:` Yes. .Impact Resistant: No Design Pressure: +45/-45 Other: R-PG45 Certification Agency Certificate FL17499 R2 C CAC MI Windows - 185 SH Twin (Fin) 3 . df FL17499 R2 C CAC MI Windows - 185 SH Twin (Fin) (4).odf FL17499 R2 C CAC MI Windows - 185 SH Twin (Flange) (3)_Ddf FL17499' R2 C CAC MI Windows - 185 SH Twin (Flans ) (4).Ddf Quality Assurance Contract Expiration Date 10/20/20il •Installation'Instructions FL17499 'R2 'II 08-02547B-7 odf Verified_ By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation,Reports FL17499 R2 AE.513323E-7.01' Created by Independent Third Party: Yes Back Next Contact'Us :: 2604 Blair ;Wpa Road. Tnllaha 3239 Phone: 850-a87-1824 The State of Florida Is an AA/EEO. employer. Cooviluhb2007-2013 State of Florida :: Privacy Statement :: A¢sslblllty Statement :: Refund Statement Under Florida law, email addresses are"public records. If you do not want your e-mall address' released In response to a public -records request, do not send elec(ronlc mall to this entity. Instead, contact the•bftke 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, licenseeslicensed under Chapter, 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be,used for official communiration,with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide,thrtment 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 tare . Product Approval Accepts: ,+ - Credit Card seci)ri1:V:si>« rrirca http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6BPhSO... 1 / 19/20.18 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS, IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME' MATERIAL: 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 #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A. 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS DESCMPTION DATE APPp_: REVISED ANCHOR SPACING & CHARTS 07/11/1 6 R.L. REVISED GLAZNG 09/29/17 R.L. 15. FOR ANCHORING THROUGH FRAME 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. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4'. MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS -SHOWN N ELEVATIONS AND INSTALLATION DETAILS. 17:FOR ANCHORING THROUGH 'FRAME INTO METAL STRUCTURE USE #10 SMS.OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18: ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE_ WITH ANCHOR MANUFACTURER'S INSTAL'LATION'INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC ;GRAVITY OF G=0:42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. •C. MASONRY: 'HOLLOW/FILLED BLOCK' PER: ASTM C90 WITH Frr1=2;GODPSI MINIMUM. D. METAL STRUCTURE: STEEL. 18GA (.048") FY-33KSI/FU=52KSI OR ALUMINUM 6063-TS FU=30KSI .048" THICK MINIMUM TABLE OF CONTENTS ' ISHEET NO. DESCRIPTION 1 NOTES 2 - 3—ELEVATIONS 5 - 8 I INSTALLATION DETAILS DETAILS SIGNED: 1010212017 MI WINDOWS AND DOORS, LLC ��i11IU>tii� 650 WEST MARKET STREET `��J�S R' �G2j7!<i GRATZ. PA 17030-0370 ` �•.�-GENS� *• p g2[1 �t_ SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"02" IMPACT NOTES : ��a • TAT OF to ��'PF•,'�GORIOP• N: DWG NO. REV 08 4 B //�7ssj0NA11E�G�� LUIS R R. Lomas P.E. as NTS DATE 12/09/14 seELr51 OF 9 L ROBERTO LOU4SP.E 1472 WOODFORD RD LEVOSVIUE, NO -- 434-688-0609 dlamas@lrf&mW.com FL t 52" MAX FRAME WIDTH 2" MAX 16" MAX O.C. --{ 2" MAX 4 r/ L MAX O O.C. / 72" T— MAX 6 FRAME FF HEIGHT HE 51" MAX FRAME WIDTH 2" MAX 16" MAX O.C. —{ 2" 16" MAX O.C. O / / 2" 1 AX AME 'GHT / rj Q — 2" MAX 185 ALUMINUM SINGLE HUNG WINDOW 185 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 t55.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D, WINDZONE 3 NOTES: 1. MAXIMUM SASH SIZE: 51" X 36". 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". JA. I(2) METAL SWEEP LOCK AT8" FROM EACH END INTERIOR MEETING RAIL 13.I(2) BLOCK AND TACKLE BALANCE AT JAMBS REVISIONS REV DESCRIPTIONDATE APPROVED A REVISEDANCHOR SPACING & CHARTS 07/11/16 R.L. B REVISED .GLAZING 09/29/17 1 R.L. rNAPTR1 Number of anchor locations required , Frame Frame Wldlh n Height 18.00 24,0P 30.00 36.00 1 42A0 48,00 1 52.00 - (in) Head 'Jamb H-md Jemb Hoad Jamb Hand Jamb Head Jomb Head Jamb I Head I Jamb 24.00 2 3 3 3 3 3 4 3 4 3 4 3. 30.00 2 .. 3 •. 3 3 3 3 4 3 4 .3 4 3 36,00 2 3 3 3 3 - 3,. 4 3 4 3 4 3 42.00` 2�. 4 3 4 3 -. 4 4 4 4 4 4 4 48:00 - 2 4 3 74 3 4' 4` 4 4 4 4 54.00 .. 2_ , 5 -:3 5 - 3. 5 4 5- 4 _. 5. A 5 60.00' 2 53 ' S 3 •5 - 4 5 4 5 .4 _ 5' 66:00 2 '5 3- 5 3 5 4 5 4 5 4. 5 72.00 2 6 3 -6 _ -3 6 316 4 -� 6- 4 6 4 6 MI WINDOWS AND DOORS; LLC 650 WEST MARKET STREET GRATZ; PA 17030-0370 SERIES 185 ALUMINUM: SINGLE HUNG WINDOW 52"x72" IMPACT FLANGE- & FINLESS ELEVATIONS 'N: •DWG N0. 08-02544 NTS JOATE 12/09/14 —2 OF 9 L. ROBERTO LOMAS PE. 1432 WOODFORD RD LEWISVILLE, NC27023 434-68"609 Nomas@lrlomospe.com SIGNED: 10102120-17 STAAAT8 OF �i�I10NAj1`�� Luis R. Lomas P.E. FL No.: 62514 F FF HE 3Z MAX FRAME WIDTH 2" MAX � I � 10" MAX O.C. / 10" MAX O.C. A2X �--- AME GHT / / / — 2" MA; 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW FIN INSTALLATION SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS h FF HE D2' MAX FRAME WIDTH 2" MAX loll MAX O.C. 2"� 1_ 10" MAXIAX o // AME IGHT — 2" MAX 185 ALUMINUM SINGLE HUNG WINDOW DESIGNER EXTERIOR VIEW FIN INSTALLATION SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING I IMPACT RATING. t55.0PSF LARGE , MISSILE IMPACT MISSILE LEVELD, WIND ZONES NOTES: 1. MAXIMUM SASH SIZE: 51" X 36". 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". FROM EACH END REVISIONS REV DESCRIPTION DATE APPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/16. R-L B REVISED GALNG 09/29/17 R:L. CHART #2 Number of anchor locations required Frame - - Frame Width. in . Height (1n) ' 18.00' H& S Jamb _ 24.00 HAS Jamb '30.00 H& S Jamb 3&00 H 8 S Jamb 4ZOO H 6 S ,, Jamb - 46.tV H a S Jamb SZOO, H& S Jamb 24-00 - 3.. '. 3 . 3 3 4- 3 5' 3 5_ 3 8 3 8? 3 3000 3, 4 _- -3 4.' ,4;, 4- 5 r 4 5 4 6 � 4 6 A 36.00 3 S 3 ' 5 4. 5- 5,. 5' .5 .. - 5 6 5 8_ N 5 4. 3 5 3 - 'S " q 5 5. 5" 5 6 6 = 5 . 8 ' - 5 - 49LOO$00 3 8„ 3 �8 4r`.' 6 S:' ' 8- "5 8 8 8 8' 8 64m, 3 '8.- 3, ,. 6 4. 8 5 , 6' 5 - 6- . 6- :6 6 `, ..g . 7 - ,4 7 5: 7_.,_ 5 7 6 7 8 7 6: 3.-. ', 8'' - 4 8"- 5 ,- B" 5 ,8 8 8 8 8 72A0 :3-0 3 8. 3 :8, 4 8- 5 8 5 8 6 8 8 8 MI, WINDOWS AND DOORS;- LLC 650 WEST MARKET STREET GRATZ PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW -52" X72" IMPACT FIN ELEVATIONS NTS I DATE 12/09/14 I -EE13 OF 9 L ROBERTO LOMAS AE 1432 WOODFORD RD LEH4SVILLE, NC 270M 434-08.0609 rflomasnUloaasw.mm SIGNED: 10102J2097 P, I Il p/�ii� i N\J�S 11, �vj�ppO EE��N ? Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT 1 /2" MIN EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1 /4" MAX. SHIM SPACE 111 #10 WOOD SCREW INTERIOR EXTERIOR METAL STRUCTURE BY OTHERS APPROVED SEALANT r1/2" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE #10 SMS.OR SELF DRILLING SCREW INTERIOR . EXTERIOR SILL TO 'BE SET IN A BED OF APPROVED STRUCTURAL BACKER ROD BACKER ROD SEALANT & APPROVED & APPROVED SEALANT SEALANT 1/4" MAX, -r SHIM SPACE METP WOOD FRAMING STRUCTUR OR 2X BUCK BY OTHER BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO-1 BE, SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. SHIM, SPACE REMONS REV DESCRIPTION A REVISED ANCHOR SPACING & CHARTS B REVISED- GLAZPIG 1 4/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1/J2" MIN EDGE DISTANCE #10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS #10 SMS OR SELF DRILLING SCREWS DATE APPROVED 07/11/l6 R.L. 09129J17 R.L. INTERIOR BACKER ROD- & APPROVED SEALANT JAMB /NSTALLATION`DETAIL WOOD FRAMING OR2X BUCK INSTAU.ATION 1/4 MAX: SHIM SPACE INTERIOR EXTERIOR . METAL STRUCTURE BACKER ROD BY OTHERS do APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1010212017 LLC MI DWEST 650MARKESTREET GRATZ, PA 17030-0370 `wJ•��6ENS.9�,% _ ir• 061 vt SERIES 185' ALUMINUM SINGLE HUNG WINDOW 52"X72" IMPACT FLANGE INSTALLATION DETAILS �yD BTATE OF •e�,� %�'�FS;�[ORI P•G�Z'�� ONA fIlIN10% LU15 R. Las .E. P Lomas FL No DRAWN: N.G. m_vc xo. 0B—SHEET 44 REV B NTS GATE 12/09/14 4 OF 9 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27022 434-686.0609 d(omOspUfonasPe.com 2 1/2° MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY A REVISED ANCFDR SPACING dc. CHARTS 07/11/16 R.L. BY OTHERS e a '. : a' 6 REVISED GLAZNG 09/29/17 R.L. OPTIONAL 1X BUCK " •. .• ° °: 1 1/4" MIN. SEE NOTES 3 - 7 SHEET 1 EMBEDMENT -� 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1/4" MAX. j CONCRETE/MASONRY BY OTHERS , BACKER ROD SHIM SPACE v & APPROVED SEALANT ° 3/16" TAPCON 3/1.6" TAPCON o INTERIOR INTERIOR 2 1/2" MIN. • .. EDGE EXTERIOR DISTANCE EXTERIOR BACKER RDD &APPROVED OPTIONAL 1X BUCK SEALANT. SEE NOTES 3 - 7 0,1 SHEET 1 JAMB INSTALLATION DETAIL SILL TO BE SET r CONCRETEW SONRY.INSFALATION BACKER ROD IN A BED. OF & APPROVED APPROVED NOTES: SEALANT STRUCTURAL I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SEALANT NOT SHOWN FOR 'CLARITY. OPTIONAL 1X BUCK 1/4 MAX. 2. PERIMETER AND JOINTSEALANTBY OTHERS TO BE SEE NOTE 3 - 7 r SHIM SPACE DESIGN--I/EDDINACCORDANCEWITH ASTME2112 SIGNED: f0/02/2017 SHEET 1 M{ 650DO SS AND LLC I fL p CONCRETE/MASONRY ' ET STREET GRATZ, RA 17030-0370 `\\��\S"R 9p�� BY OTHERS • ' d' .� c �`w•��GENS •' SERIES 185 ALUMINUM SINGLE' HUNG WINDOW*�• 52"x72" IMPACT.- �/. p6/1�" ° ° : e • , FLANGE INSTALLATION DETAILS (DRAWN: TAT F Op+�[k7T�- ss E �7D �jO'r�•'cZ DWC NO. REY OR10?,• \��`� ',,/�s7oIIlAI1t ORY OB B scALE DATE G\`\ CONCRETE/MASONTICAL NSTALLAOON NTS 12/09/14 s�EEr54 OF 9 L. ROBERTO LOWS P.E 1432 WOODFORD RD LE WISVILIE, NG 27023 Luis R. Lomas P.E. e34-SM-0aoa FL No.: 62514 1 /2" MIN EDGE DISTANCE METAL WOOD FRAMING STRUCTURE OR 2X BUCK BY OTHERS BY OTHERS BACKER ROD & APPROVED SEALANT 1/4" MAX. HIM SPACE '-- #10 WOOD SCREW INTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT 1 /2" . MIN -r EDGE DISTANCE 1 /4" MAX. SHIM SPACE INTERIOR # 1 o S4§ -OR SELF DRILLING 0'o-ke SCREW V' , , EXTERIOR SILL TO. BE SET IN A BED. OF APPROVED BACKER ROD STRUCTURAL & APPROVED SEALANT SEALANT _ 1 /4" MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING 'OR 2X BUCKINSTALLATION NOTES: I. INTERIORAND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION REMIONS REV DESCRIPTION DATE APPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. B REVISED GLAZNG 09/29/17 R.L. 1 1/4" MIN: 1/4" MAX EMBEDMENT SHIM SPACE MIN EDGE INTERIOR DISTANCE #10 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD. do APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 /4" MAX. SHIM SPACE #10 SMS OR .' SELF DRILLING INTERIOR SCREWS SILL TO BE -SET 1/2" IN -A BED `OF MIN. APPROVED EDGE STRUCTURAL DISTANCE SEALANT EXTERIOR 1/4" MAX. -METAL BACKERO APPROVED SHIM SPACE STRUCTURE S SEALANT BY OTHERS JAMB INSTALLATION -DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1010212017 MI WINDOWS AND DOORS, LLC 650• WEST MARKET STREET GRATZ, PA '17030-0370 ;�� .GENs�9sly SERIES 185 ALUMINUM SINGLE HUNG WINDOW* - S2NSTAL IMPACT p61 FINLESS INSTALLATION. DETAILS E �70 TAT OF DRAWN; OWO NO. - REV p�� k /�� LORIOP� ''/""ONA11ENG\�� 08 B SCALE DATE TITS 12/09/14 sORDT64 OF 9 L. ROBERTO LOMAS PE 1432 WOODFORD RD LMSVILIA NG27023 Luis R. Lomas as P.E.P 434-668-0609 rfi6mes@Llorra p9.=4 FL No.: REVISIONS 2 1/2" MIN. REV DESCRWRDN DATE APPROVED EDGE DISTANCE A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. CONCRETE/MASONRY ° .. B REVISED GLAZING 09/29/17 L BY OTHERS .... , -. - 0 OPTIONAL 1X BUCK • Q Q 14- e•'a; 1 1/4" MIN. 1 1/4" MIN. SEE NOTES 3 — 7 EMBEDMENT 'EMBEDMENT SHEET 1 I ` CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK 1/4" MAX o SEE NOTES 3-- 7 1 BACKER ROD SHIM SPACE :c SHEET 8i APPROVED SEALANT 3/16" TAPCON °a 1/4„ MAX 3/16" TAPCON �. SHIM SPACE INTERIOR ° ' �: INTERIOR 2 1/2° MIN., EDGE DISTANCE ° • EXTERIOR 1_ ` EXTER/OR : SACKER ROD & APPROVED SEALANT JAMB' INSTALLATION DETAIL SILL TO BE SET CONCRET&MASONRYINSTALLATION BACKER ROD IN A BED OF & APPROVED SEALANT APPROVED 'STRUCTURAL NOTES:. 1. INTERIOR AND ExTERIORFINISHES, BYOTHERS, . SEALANT NOT SHOWN FOR CLARITY. OPTIONAL 1X BUCK 1/4,. MAX 2.PERIMETER AND JbiN SEALANT BY OTHERS TO BE SEE NOTE 3 — 7 r SHIM SPACE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 10/02/2017 SHEET 1 �y, MI WINDOWS AND DOORS, LLC CONCRETE/MASONRY 650 WEST MARKET STREET- GRATZ, \�\��uil(ul�// ;J\9 R• Lp BY OTHERS a c PA 17030-0370 i r..v�GENSF9cP e .. `•` SERIES 185 ALUMINUM SINGLE. HUNG WINDOW *' oy �z61 *= e ' 52°x72" IMPACT' = fl (' . a .. FINLESS INSTALLATION. DETAILS �'� , TAT OF es, DRAWN: DWG N0. - REV %O'�•�'�<O RIOP• \�� ,'!/aTIN S 08 B ANTS ss/ON I.-'FNG\\\\ CONCRETE/MASOORVETICAL INSTA�LAOON DATE 12/09/T4 5�74 OF 9 L ROEIERM LOWS PH 7432 WOODFORD RD LEWISVILL$ NC 2702i Luis R. Lomas-P.E. _ _ Alom:�xl�Llonusen. 434-666-0609 — FL No.: 62514 APPROVED SEALANT BEHIND FIN I 7/16" MIN EDGE DISTANCE 7/16" MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE REVISIONS REV DESCRIPTION LUTE APPROVED A REVISED ANCHOR SPACING & CHARTS 27/11/16 R.L. 8 'REVISED GLAZNG 09/29/17 R.L. #8 WOOD SCREW WOOD FRAMING 1/4 MAX BY OTHERS SHIM SPACE LMCCUMGIV I VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION #8 WOOD. SCREW 1 1/4" I INTERIOR MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 7/16" MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: , 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 1/4" MAX NOT SHOWN FOR CLARITY. SHIM SPACE 2. PERIMETERAND JOINT SEALANTBY OT74ERS To BE DESIGNED INACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET WOOD GRATZ, PA 17030-0370 FRAMING BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X72" IMPACT FIN INSTALLATION DETAILS DRAYIN: DWG NO. N.G. 08-02544 SCALE NTS I °ATE 12/09/14 1 S"'T8 OF 9 L ROBERTO LOMAS PE. 1432 WOODFORD RD LMSVAM NG M23 434-668.0609 rllnma9@16a7 pa co n SIGNED: 1010212017 4V �GEN �F * 0,.6�51 •, TAT E OF t� REv Fs.40RIDt-G* \::� B/S1NAjI111111EN�� Luis R. Lomas P.E. FL No.: 62514 2 3/16" t3/16" FLANGE FRAME HEAD CM-18501 ALUMINUM 6063-T5.050" THICK 2 5/16" 3 3/8" L FLANGE FRAME SILL CM-18502 ALUMINUM 6063-T5.055` THICK t 5/8" 1 3/4" LOCK RAIL/STILE CM-18505 ALUMINUM 6063-75.062" THICK 1" GLAZING BEAD CM•18535 RIGID PVC .050" THICK 2 3/f6" FLANGE FRAME JAMB CM-18503 ALUMINUM 6063-T5.050"THICK 2 5/16" —I 2 13I/1 E" J.� FINLESS FRAME SILL CM-18554 ALUMINUM 6063-T5.055" THICK -- r 1 7/16" 2 5/16" LEO SASH BOTTOM RAIL CM• 18555 ALUMINUM 6063-T5.050"THICK � rt 1 3/8" r 15/1fi T— SASH STILE CM-18507 ALUMINUM 6063-T5.050" THICK 2 3/ t 6"---1 ' 1 51 U 1 FINLESS'FRAMEHEAD CM-18553 ALUMINUM 6063-T5:050" THICK 2 5/16 —I 3 3/4" F/N FRAME SILL CM-18509 ALUMINUM 6663-T5:055" THICK 2" L MEETING RAIL CM=18504 ALUMINUM 6063-T.5.056-" THICK 1 3/81— 2 3/15" FINLESS FRAME JAMB CM-18513 ALUMINUM 6063-T5.050' THICK- 2 5/16" FIN FRAME HEAD CM-16508 ' -ALUMINUM 6063-T$.050" THICK 2 3J8" r 2 3I/16" J�- FINFRAME,JA`MB CA448510 ALUMINUM 6063-T5:050" THICK.. ttEv DESGRIPfION DAIE APPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/16 -R.L. B REVISED GLA2INC 09/29/17 'R:L. 5/8" 1/8" ANN. F--Jr 1/8" ANN. 1/8" ANN. .090 PVB.BY KURARAY METAL REINFORCED BUTYL SPACER_ EXTERIOR INTERIOR BITE SILICONE ' SEALANT SETTING BLOCK GLAZING. -DETAIL SIGNED: ;WINDOWS �ND, DOO LLC 650 WET MARK.ER ET GRATZ, PA 17630-0370 -`ter •��G1 185 ALUMINUM ;SINGLE HUNG WINDOW 52 x72"_IMPACT '- COMPONENTS pJ, �TA1 b8-02544 DATE 12/09/1.4 s"ET9- OF 9 L ROBERTO LOMAS P.E. 32 WOODFORD RD LEW1SWUF$-NC 27023 434.688 060D. dlomsslDldbmaso mm Luis R. Lomas P.E. FL No.: 62514