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Home My WebLink AboutProduct Approval FL17499-R2 Florida Building Code Online Page 1 of 4 Business & Professional Regulation rozwt ,! ll ' BCIS Home Log In I User Registration Hot Topics I Submit Surcharge Stats&Facts Publications f FBC Staff I BUS Ste Map' Unl¢ Search! dbpr� a C F7 ProductPu61ic Approval ( ? 5 1,74-"S ' � USER: User ( E�-1r�r^f u4i product �yQ-- Aooroval Menu>Product or Application Search>Aooiication list>Application Detail )- Lam› v :S' Me FL# FL17499-R2 Sr c3k Application Type Revision p EV�� 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 0 Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street RECEIL/ED Gratz,PA 17030 A, (717)365-3300 Ext 2560 AIOV 2 0nn bsitiinger@miwd.com 1B Perinittin Authorized Signature Brent Sitlinger der LuC Comment bsitlinger@mlwd.com Count"; Technical Representative Address/Phone/Email 0 Quality Assurance Representative. Address/Phone/Email Category Windows Subcategory Single Hung dp Compliance Method Certification Mark or Listing �m Certification Agency American Architectural Manufacturers Association Validated By Steven M.Urich,PE. gi Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year HAMA 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?param=wGEVXQwt1DgtCUGgvjQiz6BPhS0... 1/19/2018 , !I rli ,1 Florida Building Code.Online Page 2 Of 4 . , Date Revised 01/15/2018 , . Summary of Products . • ,r FL# Model,Number or Name Description 17499.1 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung i Limits of Use Certification Agency Certificate I Approved for use in HVHZ:No FL17499 R2 C CAC MI Windows-185 SH(Fin)Impact Approved for use outside HVHZ:Yes (2),pdf . . Impact Resistant:Yes FL17499 R2 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 R2 C CAC MI Windows-185 SH(Fiance)Impact * bedded In Pecora 896 sealant. '(2).odf FL17499 R2 C CAC MI Windows-185 SH(Fiance)Impact (5).odf ., , Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R2•II 08-025448-1.pdf • Verified By:Luls R Lomas PE 62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R2 AE 5133208-14W 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 FLI7499 R2 C CAC APC(13362)E1725.01-109-47-R0 185 ApprovedlOr use outside HVHZ:Yes SH(R_G waiver)5-81G 1-8A 52 1-8X84 R60(100918).pdf Impact Resistant:NoFL17499 R2 C CAC MI,Windows-185 SH(Fin)(10).pdf.- Design Pressure:+60/-60 FL17499 R2 C CAC MI Windows-185 SH(Fin)(9).pdf Other:R-PG60 FL17499 R2 C CAC MI Windows-185 SH(Flange)(9).pdf , QualityAssurence Contract Expiration Date ) ' 10/09/2018 Installation Instructions • -FL17499 R2 II 08-025468-2.pdf Verified By:Luis R Lomas PE 62514 Created ty Independent Third Party:Yes Evaluation Reports • t, FL17499 R2 AE 513322B-2.0dr , Created by Independent Third Party:Yes i . . . , , 17499.3 . 185 SH 36x84 Fin/Flarige 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 fer use outside HVHZ:Yes (41.pdf Impact Resistant:Yes FL17499 R2 C CAC MI Windows-185 SH(Fin)Impact(5) Design Pressure:+55F55 , ' Done.pcif Other:R-PG55*,Missile Level D,Wind Zone 3.Glass to be ' FL17499_R2 C CAC MI Windows-185 SI-I(Flange)Impact bedded in Pecora 896 sealant. 13).pdr - FL17499 82 C CAC MI Windows-185 SH(Flamm)Impact (4).Pcif - , - • - . QUality Assurance Contract Expiration Date_ 10/17/2018 Installation Instructions FL17499 R7 IT 0802545B.odf Verified By:Luis R Lomas PE-62514 . Created by Indeperident,Third Party:Yes .Evaluaticin Reports FL17499 112. AE 513321B-3,pdf • Createdty Independent,Third Party:Yes . ' . . - . -- 17499:4 - ' -185 SH 52x72 Fin/Flange Frame-IG/SG Single Hung•Laminated GlasS, , . • , yrnItra or use • ,certincdtion Agency Certificate Approved for use in HVHZ:No ' . •FL17499 R2 C CAC APC(13361)E1726.01-109-47-R0 185' Approve/ft-61.'65e outside HVHZ:Yes SH(FLG Walver).pdf' . - . ' Impact Resistant:No , FL17499 82 C CAC MI Windows-185 SH(Fin)(11).pdf Design Pressure:74-60/-6p - FL17499 R2 C CAC MI Windows-185 5H(Fin)(12).pdf Dther:R-PG60 FL17499 R2 C CAC MI Windows- 185 SH(Fiance) - , .(101.pdf. -- - . Quality Assurance Contract Expiration Date . , . - 10o8/2015 Installation Instructions FL17499 R2 IT 08-02549B.pdf. Verified By:Luls R Lomas P5-62514 Created by Independent,Third Party:Yes J. , Evaluation,Reports FL17499 2 AE 51. 3278-4.pdf I Created by.Independent Thyd'Paly:Yes , • • . . . . . . ' , - • . . . . . . . ; • . . http://floridabuilding.org/pr/pr_appdthaspx?paranr—wGEVXQwfflqtCUGgvjQiz6BPhS0... 1/19/2018 Florida Building Code Online Page 3 0,-e4 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(133631E1729.01-109-47-R0 185,1 Approved for use outside HVHZ:Yes SH(FLG waiver).pdf Impact Resistant:No FL17499 R2 C CAC MI Windows-185 SH(Fin)(13).0df Design Pressure:+60/-60 FL17499 R2 C CAC MI Windows-185 Fl(Fin)(14).pdf Other:R-PG60* FL17499 R2 C-CAC-Mi Windows-185 SH(Flanoel (11).pdf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 112 II 08-02550B.odf Verified By:LUIS R Lomas PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17459 112 AE 513328B-5.pdf Created by Independent Third Party:Yes 17499:6 185 Triple SH 111)172 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(Fln) Approved for use outside HVHZ:Yes f 3).pdf • Impact Resistant:No FL17499 R2.0 CAC MI Windows-185 SH Triple(Fini Design Pressure:+50/-50 (4).pdf Other:R-PG50* FL17499 R2 C CAC III Windows-185 SH Triple(Flanne) f 31.odf FL17499 R2 C CAC MI Windows-185 SH Triple(Flanne) • (4).pdf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions . FL17499 112 II 08-02548B.pdf Verified By:Luis 12 Lomas PE 62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R2 AE 5133248-6.pdf Created by Independent Third Party:Yes . _ 17499.7 185 Twin SH 106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame IG/SGSIngle Hung Limits of Use Certification Agency Certificate ,Approved for use in HVHZ:No FL17499 112 C CAC MI Windows-185 SH Twin(Fin) Approved for use outside liVHZ:Yes (3).pdf Impact Resistant:No - •FL17499 R2 C CAC MI Windows-185 SH Twin(Rn) Design Pressure:+45/-45 (4).odf Other:R-PG45 FL17499 R2 C CAC MI Windows-185 SH Twin(Flanne) 13).adf • FL17499 R2 C CAC MI Windows-185$I-I Twin(Flanne) (4).pdf. Quality'Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 112.- 08-025478-7.pdf Verified By:Luis R Lomas PE-62514 Created.by.Independent Third Party:Yes Evaluation Reports FL17499 112 AE 5133236-7.1AF Created by Independent Third Party:Yes 1Backl Fle7tti • Contact tin 2601 Blair Stone Road.Tallahassee F1.32399 phone:850-407-1824 The State of Florida is an ANEE0 employer.Coovrieht 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 electrord6 mall to this entity.Instead;contact tbe offIce by phone or by traditional mall.If you have any questions;please,contact 6.50.4137.1395.•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 oommunication 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 Chapterlss,F-S.,please click hea.. Product Approval Accepts: M 6al . _ . Credit Card - • • . • - .securitvalyniat • http://floridabuildin g org/pr/pr_app_dtl.aspx?p aram=wGEVXQwtD qtCUGgvj Q iz6BPhS 0... 1/1 9/20 1 8 • REVISIONS REV DESCRIPTION DATE APPROVED - "' A-- REVISED ANCHOR SPACING'&CHARTS '07/11/16 R.L. '' B REVISED GLAZING 09/29/17 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 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. 1 X 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 DETAILS. 5. WHERE WOOD BUCK THICKNESS,IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 19.ALL FASTENERS • FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAYINSTALLED INSTALLATIONON ANCHORS TO BE CORROSION SHALL BE INSTALLEDRESISTANT.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=O.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 I8GA (.048") FY=33K$I/FU=52KS OR PROVIDED. ALUMINUM 6063-15 FU=30KSI .048" THICK MINIMUM 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT 4 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. SIGNED:.10/02/2017 MI WINDOWS-AND DOORS; LLC ��tt1111(Iii�i- 650-WEST MARKET STREET `�JNS,Al ,0't1��/ii GRATZ, PA` 17030-0370 • 's,.AN..+EMLS's tP G! SERIES 185 ALUMINUM SINGLE HUNG WINDOW •k: �0 61 •*, 52"x72" IMPACT 7 Et TABLE OF CONTENTS NOTES X10• TAT OF +ttr' SHEET NO. DESCRIPTION 9�.•k ,oR?WN: ' DWG NO. REV 0,x,0, .GOR1OP G\� 1 NOTES N.G. (DATE 08-02544 B, i, NAL \t1� 2 — 3 ELEVATIONS NTS 12/09/14 I SMEEr 1 OF 9 5 — 8 INSTALLATION DETAILS L.ROBERTOLOMASPA. Luls R. Lomas P.E. 7432 WOODFORD RALEWtSVIL1E.NC 27023 FL No.: 62514 9 COMPONENTS & GLASS DETAILS 434.898.0699 dtomas9utdomvspe:com ...)_,„ .-. --------- - - - REVISIONS REV DESCRIPTION DATE APPROVED _ s 52" MAX FRAME WIDTH 52" MAX FRAME WIDTH . . A REVISED ANCHOR SPACING'&'CHARTS 07/11/16 R.L 2" MAX-- I I 16" MAX O.C. -1 -•--2" MAX 2" MAX- 16" MAX 0.0. -- -.-2" MAX B REVISED GLAZING 09/29/17 R.L 2"13KEI CHART#1 Number of anchor locations requIrod F-1227 / " /i Framo , Height 18.00 , 24,00 30.00 Frame Width(in) 36.00 42.00 , 48.00 52,00 - - 16" 00 16" (in) Head Jamb, Head Jamb Heed, Jamb Head Jamb Heed Jamb Head Jamb Head Jamb- MAX / MAX I; 24.00 2 3. 3 3' 3 3 3 3 4 3 , '4 3 -4 3 . O.O. / O.C. // 30.00 2' 3 3 3 3 3 3 3 4 3 4 -3 , 4 3 -- - / - 38.00 2- 3 ,3 3 3 3 3 - 3 .4 3 ' •rt 3 4 3 72" T" - 72" 142.00 2 4 3 ' 4 3 4 3 4 4 ' 4 4 FRAME FRAME4 MAX MAX . -46.00 2 4 3 A 3 4• 3 4 4 4 4 4 4. 4 ' ' HEIGHT / - HEIGHT - / - 64.00, 2 ,5 3 5 ' 3 5 3 5 4 5 4 5 4 5 / , 60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 / 'fr 66.00 • 2 5 - 3 5 3 5 3 5 4 5 4 5 4 5 7200 2 6 3 6 ' '3 ' 6 3 6 4 5 4 6 4 6 _ X i - X . / - f ' . - , 4 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW: EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE&FINLESS INSTALLATION FLANGES FINLESS INSTALLATION. SEE SEE CHART fit FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART#1 FOR SMALLER UNITS REOUIRED,ANCHORS , DESIGN PRESSURE RATING IMPACT RATING • LARGE ±q5.0PSF MISSILE IMPACT ' MISSILE LEVEL D,WIND ZONES , . , SIGNED: 10/02/2017 MI WINDOWS AND DOORS, LLC Imiitto NOTES: SASH SIZE: 51" X 36". 650 WEST.MARKET -STREET - \S, .. 0,f,, 1. MAXIMUM - N) • ' '• 'i-9 .., -.11-.`v • ''‘C,EIS°• tP1'.- 2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2". GRATZ, PA 17030-0370 '---• ."No 0''. -:"- 3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2". SERIES 185 ALUMINUM SINGLE HUNG WINDOW ** 0154441 •*7"-:.:: 52N72" INTACT -- (.,L4ii '. - FLANGE & FINLESSELEVATIONS V-'73 TAT OF :Irv:: I:-St:* frz 4.,'19": DRAWN: DWO NO. - REV , 0 •...ORIO:„.,_v".. N.G. 08-02544 8 tgs,;•..•t...„,‘,..7 . SC'$E NTS I°ATE 12/09/14 I SHEET 2 OF 9 0/111110 HARDWARE SCHEDULE L.ROBERTO LOMAS P.E A. (2)METAL SWEEP LOCK ATE'FROM EACH END INTERIOR MEETING RAIL 1432 WOODFORD RD LEVWSV1LLZ NC 27023 Luis R. Lomas P.E. B. (2)BLOCK AND TACKLE BALANCE AT JAMBS 434-688-0600 domasaldornaspe.com FL No.: 62514 4 . . 1 REVISIONS REV DESCRIPTION ME APPROVED —52" MAX FRAME WIDTH-- 52" MAX FRAME WIDTH--- A REVISED ANCHOR SPACING'& CHARTS 07/11/16 RI. - 10 10" 2" MAX— 1-- I 2" MAX 2" MAX MAX O.C. -- -2" MAX 8 REVISED GLAZING 09/29/17 R.L. MAX O.C. 2 v1AX "... A / 2"-1710r- / e.-- I / ........, / I Number etanchor loc-ations equ ired / ' Frame Frame Width(IN 10MAX MAX Height 18.00 24.00 '30.00 3800 4 200 4900 52.0 O.C. /1 O.C. // (In) H&S Jamb H&S Jamb H&S Jamb H9S JambH&S Jamb H&S Jamb I&9• Jamb. 72 72 24.00- 3- 3 : 3 3 4 3 . 5 *, - 3 6 3 8 3 8 3 MAX I MAX I 30.00 3 4 3 4 ' 4 4 5 - 4 - 5 - 4 ' 6 4 '6 4 FRAME FRAME 3400 3 5 3 5 4 5- 5 5 6 5 ' 8 :5 8 5 HEIGHT ' / HEIGHT / . 42.00 3 5 ' 3 5 4' 5 6 5 5 .5, ' 6 5 8 6 1. /// 64.06 3. 63 60.00 ' 3 ' 'T,' . .3. - 7 4 7'. '5 7.' ' ,5 7 6 7 8 -7 X / I X / 6000 3 8- 3 8 4 8 5 ' 8 5. 86 8 6 , 8 72.00 . 3 8 3,. 8 _ 4 8 5 8 A 5 . 9, 159 8 8 . // I . . 7" AAX ' . 9" AAX • . . .. . • . -. 4 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW f EXTERIOR VIEW DESIGNER EXTERIOR VIEW FIN'INSTALLATION FIN INSTALLATION SEE CHART 42 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART 42 FOR SMALLER UNITS REQUIRED ANCHORS ' DESIGN PRESSURE RATING IMPACT RATING ±55LARGE0psF MISSILE IMPACT ' MISSILE LEVEL 0,WIND ZONES SIGNED:10/02/2017 , , ' MI WINDOWS AND DOORS; LLC 0\tiiiiirio , NOTES: SASH SIZE: 51" X 36". 650 WEST MARKET STREET - • \c,. c.A..1/ A...v. ....v_ , 1. MAXIMUM . . EAI-4,y de %.*:4,'V •V., 2. MAXIMUM SASH DLGRATZ, PA 17030-0370 O.: 47 5/8" X 32 1/2". Al.z..-.._* :\* 4*' - .- 3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2". SERIES 185-ALUMINUM SINGLE HUNG WINDOW I:31r: 04 -51 .*S:-. 52"x72"' IMPACT FIN.ELEVATIONS Ir.:73 TATOF DRAWN: DWG NO: . REV . .., 43.•...0 R VD •-..„ .1., , 1.9 • . •.C2 ''' N.G. 08-02544 8 SCALE HIS I PATE 12/09/14 , 1 S6EET 3 OF 9 //IN I 11110 HARDWARE SCHEDULE 4 ROBERTO LOMAS P.E • ' . A. (2)METAL SWEEP LOCK AT 6'FROM EACH END INTERIOR MEETING RAIL 1432 MODFORD RD LEWISviug.NO 27023 Luis R. LomasP.E. B. (2)BLOCK AND TACKLE BALANCE AT JAMBS 434-638-0609 tflomas@Morraspa.com FL No.: 62514 , I + . , NIV -, - REVISIONS 1/2" MIN EDGE DISTANCE 1/2'' MIN REV DESCRIPTION DATE APPROVED METAL EDGE DISTANCE A -REVISED ANCHOR-SPACING'dt`CHARTS 07/11/16 . RL WOOD FRAMING STRUCTURE - OR 2X BUCK �',1 BY OTHERS ';, Z 1/4" MAX. B REVISED GLAZING 09/29/17 R.L. • BY OTHERS } 1/4° MIN. I' 4 r SHIM SPACE EMBEDMENT N,,,,.."",,,---:,,,,,""",,,,,J 1 1/4"'MIN. 1/4" MAX. _ } ,):7.1_11101 1111 = EMBEDMENT '�SHIM SPACE iL APPROVED' -- t I BACKER ROD SEALANT K 1/2 1/4" MAX. & APPROVED �� MIN SEALANT SHIM SPACE, _ EDGE INTERIOR DISTANCE I:t.UM i #10 WOOD SCREW #10 SMS OR SELF DRILLING' SCREW #10 WOODi INTERIORSCREW „Ii INTERIOR WOOD FRAMING I ` EXTERIOR OR 2X•BUCK BACKER ROD BY OTHERS & APPRsEaPROVED 121(:Lii1111 �'�d�i JAMB INSTALLATION DETAIL 1W p f 1 WOODFRAMINGOR2XBUCKINSTALLATION Ain 1111 1/4" MAX: E! —SHIM SPACE , EXTERIOR FE! , 4 EXTERIOR #10 SMS OR :,- SELF DRILLING a INTERIOR SCREWS. 11Hi IRR I _ SILL TO BE SET 1!2" k 1::'* III, IN A BED OF MIN.. SILL TO BE SET EDGE APPROVED ref] IN A BED OF STRUCTURAL, DISTANCE APPROVED SEALANT '••' STRUCTURAL BACKER ROD ? y SEALANT & APPROVED EXTERIOR,` BACKER ROD SEALANT 1%4" MAX. METAL & APPROVED SHIM.,SPACE STRUCTURE BACKER ROD SEALANT' 1/d" MAX. 11111 t� do APPROVED iSHIM SPACE BY OTHERS METAL G..........,...............,....�— SEALANT 1 — STRUCTURES JAMB INSTALLATION DETAIL WOOD FRAMING J BY'OTHERS a METAL STRUCTURE OR 2X BUCK �I SIGNED: 10/02/2017 BY OTHERS' VERTICAL CROSS SECTION Mi: WINDOWS AND DOORS, LLC 0111111/1,/ ....411111111116.. METAL STRUCTURE INSTALLATION 650GRWEST PA 17030;TREET370 �~RvNJ 4. E ik •...9 1:- VERTICAL VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW /10,.$1261 *,.. s. 52"x72" IMPACT iUBBjj(( T �= FLANGE INSTALLATION.DETAILS �1p, TAT OF r, • 1.INTERIOR AND EXTERIOR E7NISHES,BY OTHERS,OTES: DRAWN: ° owc NO, 08-02544 R8'EV i4(/�510 R� Gt \' NOT SHOWN FOR CLARITY 5OPLE NTS oA'E 12/09/14 (s"E�4 OF 9 7/1111N IAj 111�1�� 1' 2.PERIMETER ANDJOINT SEALANT BYOTHEIIS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 L.ROBERTOLOWS PE. Luis R. Lomas P.E. 143211.000FORD RDLEWISVILLE,N027023 1 434.888.0809 0100,010P00111110.0010 • FL No.: 625;1 d • 2 1/2° MIN. RhY 5IONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY - A- REVISED-ANCHOR SPACING-&-CHARTS 07/11/16 R.L BY OTHERS ' .°• a.. o . c a, •,• B REVISED CIA= 09/29/17 R.L. 4 "• OPTIONAL 1X BUCK . ' .. . • <' °' ` • •d: 1 1/4" MIN. SEE NOTESSHEET 1 - ° EMBEDMENT 1 1/4" MIN. 1/4" MAX, _�j 1 EMBEDMEFIT SHIM SPACE I '—�°� CONCRETE/MASONRY, �1 1/4" MAX. BY OTHERS , BACKER ROD SHIM SPACE & APPROVED E� SEALANT 0 • 3/16" TAPCON 3/16" TAPCON • I INTERIOR • v INTERIOR• ' 1 cill1=1 L. •. till ,, •,,, e Jr 2MIN. °. o• . ° / Q.. EXTERIOR 4111. til„ DISTANCE �', ‘,. ,,,.i- { '•V ; EXTERIOR BACKER ROD &'APPROVED OPTIONAL•IX BUCK SEALANT • SEE NOTES 3 - 7 SHEET 1. JAMB INSTALLATION DETAIL • CONCRETE/MASONRYINSTALLATION [1--2-- ---' SILL TO BE SET • BACKER ROD INA BED OF APPROVED APPROVED NOTES: SEAL ANT STRUCTURAL 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, • SEALANT NOT SHOWN FOR CLARITY. OPTIONAL 1X BUCK 91 2,PERIMETER AND JOINT SEALANT BY OTHERSTO'BE SEE NOTE 3 - 7 — 1/4r, MAX. DESIGNED IN ACCORDANCE WITH ASTM 52112 SHEET 1 `SHIM SPACE SIGNED;10/02/201.7 • T -----1- MI WINDOWS AND' DOORS, LLC oviliIrIII - 650.WES7 MARKET STREET \\\��5 R to 1j//�. CONCRETE/MASONRY a, • GRATZ, PA 17030-0370 O 8114�'9 !' BY OTHERS =.v. \GF�"J+-�� • 4 , ' ` SERIES 185, ALUMINUM SINGLE HUNG WINDOW *• o 61 *_ atl a•,•o-' ••'.. .. . 52"x72" IMPACT t�'t FLANGE INSTALLATION DETAILS O. STATE OF :4, • • DRAWN: DWG NO. . :. .REV' 3"' E' ZORIOP•\i'*'; VERTICAL CROSS SECTION SCA E NTS I D^� 12/09/14 08I �T554 OF 9 B ///�s��1111111�V�G\`\ CONCRETE/MASONRY INSTALLATION • L.R09ERTO LOMAS P.E. LUIS R. 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WOOD FRAMING OR 2X BUCK INSTALLATION EXTERIOR . . ..... 1/4" MAX. .• - SHIM SPACE ..1 EXTERIOR . . , V , #10 SMS OR , 1 SELF DRIWNG S . INTERIOR SCREWS . igloc-....1-- • , cl-'1='-' SILL TO BE SET IN A BED OF • t rt..,1 a SILL TO BE SET IN'A 13ED OF ‘r, . . APPROVED 1/2" MIN.. DI . SEDGEC TAN ,E ,1 I i' l./.---3 • STRUCTURAL APPROVED BACKER ROD L-1-1 SEALANT I '•••-•,•”-J • • • 'EXTERIOR STRUCTURAL & APPROVED • BACKER ROD , SEALANT SEAL,NT Ai • BACKER ROD • & APPROVED 1111 461. 1/4" MAX. METAL 184•1yRgua • & APPROVED SEALANT 1/4" MAX. 11-1- [SHIM SPACE MIMS r SHIM SPACE } i - ' . JAMB INSTAsLEALALAI;ON,DETAIL 1 _,11.1.•--„„....,,,,,.,,..,., g- , , ' METAL.STRUCTURE INS TALLATION' SIGNED: 10/02/2017 BY OTHERS MIWINDOWS WOOD FRAMING "—I STRUCTURE METAL f * '' ''"•-• , - ; I\ . OR 2X BUCK OM BY OTHERS - S' 1 ' 7 650WESTMARKETSTREET * 01111 i.tiLl/g//•//•, . ._,A •..,44, s -• , A . ND DOORS, LLC GRATZ, PA 1.7030-0370 :•:."No".* ,E IV.9`.7101.13- 'i •.„-.4. ..s... tt.. ..- . VERTICAL CROSS SECTION VERTICAL CROSS SECTION . SERIES 185 ALUMINUM SINGLE HUNG WINDOW :12 14' 04:2(,c';;C:-:-. -••• . - METAL STRUCTURE INSTALLATION 52"x72" IMPACT — =is • I '7: ' WOOD FRAMING 0112X BUCK 1NSTALLA110N , FINLESS INSTALLATION DETAILS :.---.21,•••• TAT Op :-4/..Z. NOTES: maw • DWG NO. . /1" REV 41 .tORVO 1.INTERIOR AND EXTERIOR FINISHES,SY OTHER'S, N;G; ' 08-02544 4,,sttos•..,•.&,• - B '1P/ONAL " \\ NOT SHOWN FOR CLARITY. .1,1, ,,\ 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DDALE NTS I DATE 12/09/1 4 • I MET 6 OF 9 '1/11111110" DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTO LOWS RE Luis R, Lomas P.E, 1432 WOODFORD RD LEMMA 1/027023 434-088-0609 ribmos.9010m3spacom FL tio.: 6251 4 . . ) , . , ler ._ , REVISIONS 2 1/2" MINREV DESCRIPTION DATE APPROVED . EDGE DISTANCE A- REVISED ANCHOR SPACING & CHANTS 07/11/16 R.L CONCRETE/MASONRY 8 REVISED GLAZING 09/29/17 Rt. . BY OTHERS • - . .; • •::4. .•, ' . •. -a : •f4 •. 4 ..... 4 „ 4 F., '. . •. ,. • .• 4. . , , 1 1/4" MIN. 1 1/4" MIN. OPTIONAL 1X BUCK ' . • - •. f. •-. ', . •,-. 4 •' EMBEDMENT EMBEDMENT SEE NOTES 3 - 7 SHEET 1 g* WO— WI I CONCRETE/MASONRY BY OTHERS • OPTIONAL IX BUCK • . . SEE,NOTES 3 - 7 g!!!11111111 1/4" MAX. J ' .. „, SHEET 1 BACKER ROD SHIM SPACE .•„. • & APPROVED I — • SEALANT 44 3/16" TAPCON 1/4" MAX. 3/16" TAPCON " •*- 1 - .. SHIM SPACE 4 • . . INTERIORO 'INTERIOR. . . . _ - • . ,. . .. . mom , . • . k-'71--.T11111111 "„,,,,,,,"."... - ell— 'xil I I 1 ' • 4 IN ... II . 2 1/2" -, -.... . . ..'Airimi v'll ' • . . . • 4 . , MIN. • DISTANCE . ,. ••v, .. j_ 1- I1- • : * '' EXTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL' 110._ r CONCRETE/MASONRY INSTALLATION SILL TO BE SET IN A BED OF BACKER ROD I APPROVED NOTES: & APPROVED I STRUCTURAL I.INTERIOR AND EXTERIOR FINISHES,BVOTHERS SEALANT • I SEALANT NOT SHOWN FOR cLARirr. • OPTIONAL 1X BUCK elkMAX. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 ' SIGNED:11 10117/2 0 1 7,• SEE NOTE 3 - 7 - "riiiill1111 r SHIM SPACE , , , . SHEET 1 : isilm... 11 .. *MI WINDOWS .AND DOORS, LLC. , 1111111111111 ' 650 WEST MARKET STREET `P L0,1/ J\ •-"• , CONCRETE/MASONRY . . GRATZ, PA 17030-0370 ,•„. ..„,,..•‘o EN,s.•.-7,1,S: BY OTHERS ...:. ."\, • ,-- 'SERIES 185 ALUMINUM SINGLE HUNG WINDOW L-"'*" ia6-1 •*SI' , _ . • , . _ 52"x72" IMPACT =19:11 • ' = FINLESS INSTALLATION DETAILS •.:.---0.. STATE OF DRAWN: . DWG NO. .' REV N.G. 013-02544 /uite.-.• ,,,,v, , 8 \ VERTICAL CROSS SECTION sCALE tin I°ATE 12/09/14 I ERECT 7 .OF 9 1/40410 1111 CONCRETE/MASONRY INSTALLA770N L ROBERTO LOMAS RE Luis R. Lortias P.E. 1432 WOODFORD RD LEWISVILLA NC 27:023 FL No.: 62514 4344388-0609 diamaseldom3spacom ,, . . ,.. . . s ___ + ' 1- REVISMS I REV DESCRIPTION DATE APPROVED APPROVED 1 1/4 MINI. SEALANT EMBEDMENT A REVISED ANCHOR SPACING&CHARTS 07/11/16 R.L. BEHIND FINWOOD . 6 REVISED WONG 09/29/17 RI.. i Flimop.44N" RAMING 7011._ BY OTHERS 1 11. .ttoktommt:.\.o. 1/4" MAX. 115111111111111.11111.b„- r SHIM SPACE 7/16" MIN j 11- 15.31 EDGE DISTANCE Irs #8 WOOD SCREW WOOD FRAMING I SHIM SPACE BY OTHERS #8 WOOD SCREW INTERIOR 1 , 1 1/4" INTERIOR IL MIN. 1 o - - 111111111 pI ila Ain ' EMBEDMENT gMI 1 :k IL . . IV:.-' APPROVED SEALANT BEHIND FIN 4 EXTERIOR 7/16" MIN - EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2XBUCK INSTALLATION #8 WOOD SCREW NOTES: I ei• 1/4" IvtAX I.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE SHIM SPACE DESIGNED IN ACCORDMICE wmi ASTM 52112 SIGNEDli:11:j2:2017 1 -1-1-"T. , —1- /16' MIN j 1011 , MI WINDOWS AND'DOORS LIC $ EDGE DISTANCE 650 WEST MARKET STREET *. g..447 Hi;-4A111111 ._ GRATZ, PA 17030-0370 „... "vA>0 N so,"..Lr..,::„ APPROVED WOOD . , 0 SEALANT FRAMING SERIES 185 ALUMINUM SINGLE HUNG WINDOW •2** olsZte;*--:-.: BEHIND FIN 1 1/4" MIN. BY OTHERS 52"x72" IMPACT '.1::-st (AT -- EMBEDMENT FIN INSTALLATION DETAILS :7:13,. TAT OF VERTICAL CROSS SECTION DRAWN: DWG NO. REV / ,6's.:ORO••„s \ WOOD FRAMING OR 2X BUCK INSTALLATION N.G. 08-02544 8 , Au ,,,‘‘ scAll NTS I WC 12/09/14 I 5IET 8 OF 9 ///IIIIIII" L.ROBEFITO LOMAS PE. Luis R. Lomas P.E. MSS WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434688-8609 010111133PrktaaSPO,COM 41116'. ,... ___, + _ RESIONS 2 3/16" —1 7/8"— — 1 3/81— REV DESCRIPTION DAIE APPROVED I 1 --2 3/16"-1 1 A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. 8 REVISED GLAZING 09/29/17 R.L. 13/16" 2 3/16" ...1-- 1 1 5/16" LT1 2 3/16"1 d 1 1 11.1 5/8" FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB CM-18501 CM-18503 CM-18563 CM-18613 1/13" ANN. iii 1/8" ANN. ALUMINUM 6083-T5-.050"THICK ALUMINUM 6063-75.050"THICK ALUMINUM 6063T5.050"THICK ALUMINUM 6063-75.051T THICK 1/8„ ANN. —2 5/16”—I 2 5/16"—1 ..-2 5/16" --I IT .090 PVB BY KURARAY METAL REINFORCED BUTYL SPACER 2 3/16"— EXTERIOR I ,. INTERIOR 3 3/8" 2 13/1:" 3 3/4" 1/2" BITE e I.. I I 2 5/16" I SETTING BLOCK GLAZING DETAIL 1( lV— SILICONE II SEALANT FLANGE FRAME SILL FINLESS FRAME SILL 1 CM-18502 CM-18554 FIN FRAME SILL FIN FRAME HEAD ALUMINUM 6063-7'6.055°THICK ALUMINUM 6053-T5.055"THICKCM-18509 CM-18508 1 7/16" ALUMINUM 606345.055"THICK ALUMINUM 60637"5.050'THICK A mr — 2 3/8" -- - 1 I 1 1/8 2 3/16 ... 1 r " " - 1 ii::1 2 5/16 1 I I 1 ""I LOCK RAIL/STILE SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB CM-18505 CM-18555 CM-18504 CM-18510 ALUMINUM 6083-T5.062"THICK ALUMINUM 6063-75.050"THICK ALUMINUM 6063-T5.055"THICK ALUMINUM 6633-75.050"THICK , _ SIGNED: 10/0212017 I I , T1/8" j_____1 3/8" r Ml WINDOWS AND DOORS, LLC \\oilliiiiio .,. It• tO/4/ 1' 15/16" 650 WEST MARKET STREET 4 v-i",: ,,,"'• iv-...• GRATZ, PA 17030-0370 '2.:',..,.•V.,..,,,2.., ::: 1--- T---- SERIES 185 ALUMINUM SINGLE HUNG WINDOW ::-**,104481 .*:-_-_" ” " GLAZING BEAD SASH STILE 52x72IMPACT 7-•-0 e COMPONENTS 1.1:42. 'FAT OF :12,41...:7 CM-18535 CM-18507 1.43. L,, RIGID REV PVC.050"THICK ALUMINUM 6063-T5.050"THICK DRAWN: DWG NO, •••*•:Lirmir..,r4Z- N.G. 08-02544 6 • ' 0 scALE NTS DATE 12/09/14 s'IEET9 or 9 /////1111111‘ • L ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISMM NC 27023 434-688-0609 dlamarallklawSpe WM FL Na.: 62514 'allik v,.