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Home My WebLink AboutPRODUCT APPROVAL WINDOW SINGLE HUNG- 4/18/2017 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 '(2).odf .Approved for. fuse outside HVHZ: Yes p Im'act Resistantd-Yes FL17499Rl' C CAC. MI Windows - 185 SH (Fin) Impact (3).odf Design Pressure: +55/-55 Other; R-PG55, Missile Level D, Wind Zone 3. Glass to be FL17499 Rl C 'CAC MI Windows'- 185 SH (Flange) Impact (2).odf bedded'in Pecora;896 sealant. FL17499 RI C CAC MI Windows - 185 SH (Flanae) Impact (5).Ddf - Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 Rl 3I'08=02544A:pdf" Verified By: Luis R Lomas PE 62514 . Created by Independent Third Party: Yes ... 'Evaluation Reports . ..... FL17499 RI AE 513320A.pdf Created by Independent Third :Party: Yes 17499.2 185 SH.. .52x84 Fin/Flange Frame IG/SG Single Hung mite se' ""' 'Certification Agency Certificate " Approved for use in HVHZ: No FL17499 RI C CAC APC(13362)E1725.01-109-47-RO 185 SH(FLG waiver)5-8IG 1-8A 52 1-8X84 R60(100918).Ddf Approved for use outside HVHZ:: Yes. FL17499 RI C CAC MI Windows'-' 185 SH (Finl 110).pdf Impact Resistant: No "" "" FL17499 RI C CAC MI Windows - 185 SH (Fin) (9).Ddf Design Pressure: +60/-60 FL17499 RI C CAC MI Windows - 185 SH (Flange) (9).pdf - :Other: R-PG55 Quality Assurance Contract Expiration Date: • 10/09/2018 Installation Instructions FL17499 R1 dI 08-02546A:Ddf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes. Evaluation Reports. FL17499 R1 AE 513322A.pdf Created by Independent Third Party: Yes 17499.3 185.SH.. .36x84 Fin/Flange Frame IG/SG Impact Single Hung . Limits of Use ""' "` "'' Certification'Agency Certificate Approved for use in HVHZ: No FL17499 RI C CAC MI Windows - 185 SH (Fin) Impact 4 : df Approved for use outside HVHZrYes. .Impact Resistant: Yes"'' `. FL17499 RI C CAC MI Windows'-:'185 SH LFihl Impact (5) Done.Ddf Design Pressure: +55/-55 :Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be . FL17499- Rl C CAC MI Windows - 185 SH (Flanae) Impact (3).pdf bedded in Pec6r6'896 sealant. " '' FL17499 Rl C CAC MI Windows - 185 SH (Flange) Impact W;odf Quality'Assurance'Contract Expiration Date 10/17/2018 Installation Instructions . ' PL17499' Rl' 11 08-02545A'.bdf Verified By: Luis R Lomas PE-62514 Created by IndependentThird:Party: Yes Evaluation Reports FL17499 R1 AE 513321A.Ddf Created by Independent Third Party: Yes 17499.4 as 185 SH 52x72 Fin/Flange.Frame IG/SG.Single Hung Laminated Glass Limits of Use, ` , Certification •Agency Certificate' " Approved for use in HVHZ: No FL17499 R1 C CAC APC(13361)E1726.01-109-47-R0 185 SH(FLG waiver).pdf Approved for use outside:HVHZ: Yes Impact Resistant:"No : ", FL17499 R1'C' CAC MI Windows - 185 SH-(Fin) (11):odf . FL17499 Rl C CAC MI Windows - 185 SH (Fin) (12).pdf Design Pressure: +60/-60 FL17499 RI C CAC MI Windows - 185 SH (Flange) Other: R-PG60 :: Quality Assurance Contract Expiration Date .10/08/20i8 Installatidn'Instructions FL17499 R1 II 08-02549A.Ddf Verified By: Luis R.Lomas PE-62514 Cre ited' by Independent Third'Paity`.' Yes Evaluation Reports ..FL17499.R1 AE 513327A.Ddf Created by Independent Third Party: Yes ' 17499.5 ...:... 185 SH 36x84. F.in/Flange'-Frame IG/SG:Single Hung Laminated Glass https://floridabiiilding.org/pr/pr_app_dtl.aspx?parafti GEVXQwtDgtCUGgvjQiz6BPhS0:.:' 4/.18/2017`-. ' Florida Building Code Online ::.: Page 3 of 3 Limits of Use Certification AgencyCertificate... Approved for use in HVHZ: No FL17499. Rl 'C CAC APC(13363)E1729:01-109-47-R0 185 SH (FLG waiver).Ddf Approved for use outside HVHZ: Yes :Impact Resistant:, No :' .:.:. .:.:.,. : FL17499: R1..0 CAC MI Windows - 185 SH (Fin) (13).Ddf_. FL17499 R1 C CAC MI Windows - 185 SH (Fin) (14).Ddf Design Pressure: +60/-60 FL17499 RI C CAC MI Windows- 185 SH (Flanoe) Other: R-PG60* Quality Assurance Contract Expiration Date 10/17/2018 .:.'. ".:.' 1ristallation.Instructions. . FL17499 Rl II 08-02550A.odf Verified By: Luis R Lomas PE-62514 .' .. Created,. byIndependentThird:Party;,Yes Evaluation Reports FL17499 R1 AE 513328A:Ddf .: :Created by Independent Third Party: Yes.:.,, 17499.6 185 Triple SH ' 11:1x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame:. IG%S(j" Single Hung Limits of Use Certification Agency Certificate :Approved for'use.in HVHZ: No:... : FL17499: R1" :C CAC MI' Windows - 185 SH Triple (F.in) .:.,, M.ndf Approved for use outside HVHZ: Yes Impact Resistant: No FL17499 R1 C CAC. MI Windows- 185 SH TriDle (Fin) (4):Ddf:... :.:... Design' Pressure: +50/-50 Other: R-PG50* FL17499- R1 C CAC MI Windows - 185 SH Triple (Flanae) (3).Ddf . ' FL17499: Rl. C CAC MI' Windows - 185 SH Triple (Flange) (4).Ddf Quality Assurance -Contract Expiration Date 10/20/�018 'Installation Instructions FL17499 RI II 08-02548A:Ddf Verified By;: Luis R Lomas:PE 62514 Created by Independent Third Part : Yes Evaluation Reports FL17499 Rl 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- Rl C CAC MI Windows - 185 SH Twin (Fin) ' (3).odf ;Approved for;use outside HVHZ: Yes ;; :Impact Resistant:. No : FL17499: Rl.:C CAC MI' Windows - 185 SH Twin (Fin) :..... (4).Ddf Design Pressure: +45%45 Other: R-PG45 FL17499 Rl C CAC MI Windows.- 185 SH Twin (Flanae) (3):Ddf •.. :. :.:.:. • FL17499- Rl C CAC MI Windows - 185 SH Twin (Flanae) (4).odf .. .. :Quality Assurance Contract. Expiration Date 10/20/2018 Installation Instructions :.:.. .:.:._ FL17499 Rl II :08-02547A.Ddf .:.:... ' Verified By: Luis R Lomas PE-62514 ' • Created by Independent; Third Party: Yes - :'. :Evaluation Reports FL17499 RI AE 513323A.Ddf' Created by Independent Third .Party: Yes Back Next .. . .. .. .. .. .. .. .. .. .. • . • . . .. Contact Uallahassee FL-32399 Phone: 850-487-1824 The State of Florida Is an AA/EEp employer. Coovrlaht 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.mall address released Iri response to a pu bllc-records request, do not send • electronic mall to this entity. Instead, contactthe 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 pctober 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department wlth,an email address If. .. .. [hey have one. The emalls.provided may be used.for official communication with the licensee. However, email addresses are public record. If you.do not wish to "' • " ""'supply a personaladdress, 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:: .... Credi t Card Safe https://.floridabuilding.org/pr/pr_apt)_dtl.aspx?param=WGEVXQwtDgtCUGgvj Qiz6BPhS0..: 4/ 18/2017 .. .. .. .. 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..QR ENGINEER -OF RECORD. - 7. BUCKS SHALL EXTEND BEYOND'WINDOW INTERIOR FACE SO THAT FULL FRAMESUPPORT PROVIDED. 8.. FOR FIN. .INSTALLATION. SHIM. AS NEEDED. FOR FRAME. INSTALLATION..SHIM- AS REQUIRED AT .EACH ANCHOR. LOCATION WITH LOAD BEARING SHIM.:.SHIM.WHERE :SPACE OF 1/16" OR GREATER -OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE: LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION' FACTOR:'Cd=1'.6 WAS.USED FOR WOOD -ANCHOR CALCULATIONS. 11: FRAME MATERIAL: ALUMINUM: .. ' 12: UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 3 FOR- GLASS OPTIONS. ' 13. 'APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS:: 14. FOR ANCHORING' INTO' WOOD FRAMING OR 2X BUCK USE #8 •WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS'AS SHOWN IN -ELEVATIONS .AND INSTALLATION 'DETAILS. . p. TABLE OF CONTENTS SHEET NG. •; DESCRIPTION 1 • NOTES 2 — 3 ELEVATIONS .... ` 4 — 12 : INSTALLATION:OETAILS " _. . 1.3 COMPONENTS . ' REVISIONS .... ` .... .... REV , , DESCRIPTION - - DATE , APPROVm_ - 15..FOR ANCHORING 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 IN: ELEVATIONS AND: INSTALLATION 'DETAILS. 16. FOR ANCHORING INTO :METAL STRUCTURE -USE #8 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. 17. ALL FASTENERS:TO'BE CORROSION RESISTANT. ma 18.:INSTALLATION ANCHORS SHALL BE' INSTALLED IN ACCORDANCE WITH ANCHOR :MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS.THAN THE MINIMUM STRENGTH 'SPECIFIED BELOW: A. W000. - MINIMUM :SPECIFIC GRAVITY, OF G=0.42, B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH' OF 3,192 PSI. C.-MASONRY -STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER)'. D.:METAL STRUCTURE: STEEL 18G4,: 33KSI OR: ALUMINUM :6063-T5 1/8" THICK MINIMUM w. SIGNED: 1211212614 Msso IWDOWEST M KED'SDOORS TREET``\`\\S `RI10i':: GRATZ, PA -17030-0370' - r '\G E NS ... SERIES 185. ALUMINUM .SINGLE HUNG. WINDOW w. 52"X84" NON —IMPACT NOTES TAT OF REV N.G. :. 08-0254s — . SCALE DATE SHEET TS 12/09/14.. 1 OF..13 . ' ... . .. .. .. .. . - .. .. .. .. .REVISIONS .. .. REV ... . ' DESORIPT)ON , ... . ' DATE - , ' APPROVEl, 52" MAX FRAME WIDTH 52" MAX FRAME WIDTH 6" MAX 19 6" MAX 6, MAX 20 6, MAX _ MAX O.C.::: _ + ..::MAX 0_C.. MAX "CHART #1 UNITS INSTALLED WITHOUT FILLERS T _ Number of anchor locations required Frame "" "- ' - Frame Width (in) - - - 77 Height 1&00' ead Jamb 24.01 Head Jamb - 30.00 Head Jamb 36.00 Head Jamb 4200 Head - Jmb 4100 MadJamb -5200 Hoad Jamb 2 2 2" 2 2 2" 2 2 '3' 2 3 '2' 3 2 2• 2 2 2' 2 2 '2 2 "3 -2 3 -2 '-3 2 2' 2 '2 2' 2 '2' 2 2 "3- 2 3 -2' 3 2 2 3 ' 2 3 2 3 2 3 - 3 3 3 3 3 32 "3 2 3' 2 3 2--'3 3 3' 3 3 3-" 32 IM 3 2 3 2- 3 2"- 3' 3 3'" 3"- 3 3 3�- 2 " 3 '2 3' -2 3 2-' -3 3 3-- 3 3 3- - 3 2 4 2 4' 2 4 2 4 3 4 3 4 3 4 2 4 2" 4 242 4 ' 3' 4 3 ' 4' 3 4 2' 4 •2 4'2 '5 '2 6 "3'8 44 7 2' 4 '2 S' 2 5- 2 6 -3' 7 4 .. '4 8 NITS INSTALLED WIT Number of.anchor locations requiredH F - CHART #2 ILLERS Frame : : Frame Width (in) Height 18.00- 29.00 . - 30.00 1 36.00 4200 4&00 5200 (ib) Heatl. Jamb Heatl Jamb Head- Jamb I Head. I Jamb Head Jamb Heatl. Jamb Head Jamb 24.00 2 22 2 -2 2 2- 2 3 2 3 2 3" 2 0.00 6" MAX _ 6" MAX: 36.00 - z z 2 . - 2 2 2. - 2 2 .3 - 2 3 . 2- 3 2 T i 4z00 2- 3 .2 3. 2 . 3 .2 3 ..3 . 3 3 .. 3 ..3 3 48.00 2. 3 .2 - 3- 2 .3 . 2 3 ..3. 3 3 .. 3. 3 3 54.00 2 3 :2 3 2 3 2 3 3 3 3 3 3 3 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW' 60.00 2 . 3 z 3 ..z 3 2' :.: 3 3 3 3 3 3 ::: 3' EXTERIOR VIEW EXTERIOR VIEW " 6&00 2 :. 4 2 4 2 .: 4 2:. 4. 3 4.. 3.. 4 3. 4.. FLANGE & FINLESS INSTALLATION FLANGE &FINLESS .INSTALLATION 7zao z :. a z 4 : :z a z:. : a 3 4:. : 3 a 3 . a . 7&00 2 4 2 4:' 2 4 2: 4 3 4' 3 5 3 5 'WITHOUT FILLERS: ::: ' " :.: : ' : WITH FILLERS ' ::: - :: 6aoo : z 4 2:: 4 2 :a:: 2 4 ' :3: 5 3 ' : 5'. 3 s SEE CHART #1 FOR SMALLER UNITS REQUIRED ANCHORS - - SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS - • - - - ' - DESIGN PRESSURE RATING IMPACT RATING ..v...w w. ±60.OPSF NONE . . ... SIGNED: 12/12/2014 �► / . _ .. \\\g R `C p --- .. \. . " 6GRATZSPA 17030 50370T' V '�GENS'�'9�i%� NOTES_: . ' S 1 DOW _ MPACT 1. MAXIMUM SASH: -SIZE: 51" X 36 " F 9t = ' .... SERIES 85. ALUMINUM :SINGLE HUNG..WIN 2. MAXIMUM SASH D:L"0:: 47 5/8 X 32 1/2". & FINLESS: �O • .0 - -• AT F •-::2. MAXIMUM:FIXED D.L.0.::49 1/4" X 45.". DRAWN: E DWO:NO. S REV ��FS,.TQRIDQ: G�Z' LANG S (ELEVATIONS r r NTS DATE. 12/09/14.OS SHE 02E5260F..13"1?\��` . ' .REVISIONS REV DESCRIPTION DATE„ APPROVED,. ' == 52" MAX FRAME WIDTH :. 2" MAX - :. 10•• - MAX O.C. '2'• MAX - - HARDWARESCHEDULE: IA. (2) METAL SWEEP LOCK AT8" FROM EACH END INTERIOR MEETING RAIL:: . ' B. (2)BLOCK ANDTACKLEBALANCE AT.1AM85' 2•• MAX . 5/8 i /O 1/8'• ANN. 1/8" ANN. i0" MAX.... O.C. :. CHART#3 METAL REINFORCED Number of anchorFrameations Num required BUTYL L ... B4" ". - - • • ..- ... - Frame Halgh! Width(I EXTERIOR 78.00 20.00 30.00 3G.00 4200 48.00 - 5200 MAX (In) 20.00 H B S - 3 Jamb 3 H& S 3 Jamb 3 H& S 4 Jamb 3 H d S • 5 Jamb 3 H& S 5 Jamb 3 H& S 6 Jamb 3 H d 5 6 Jamb 3 I NTERIOR FRAME = so.00 . 3 4 3: 4 4 4- 5 4 5 4 6 a 6 4 5/6" BITE SILICONE HEIGHT 36.00 3 5 3 5 4- 5 5 .- 5- 5 5 .6. 5 6 s - SEALANT... I,.I • 4200 46A0 60.00 3 �5 3 5 .4 5 5 � 5 5 5 - 8 5 6 5 6 7 ING B SETT LOCK 3 6 3 6 4 6 5 6 5 6 6 6 6 -. 3 7 3 -7 4 7 5 7 5 7 8 7 6 ... .. u .. 68.00 3 8 3 8 4 8 5 8 5 8 8 8 6 8 .. ." GLAZING DETAIL A X 7200 78.00 . BQ.00 3 3 8 9 3 3 -8 9 4 4 8 92 5 5 8 9 5 5 8 9 B 6 8 9 6 8 9 8 " _.. 39 3 949 5 8 5 9 8•9 6 5 —. / _. 3 1 6 ANN 2" MAX .. ." .. .. .... .' .... .' .' :. .... .. .. :. :. :. .. EXTERIOR - INTERIOR INTEA ' 5/8'• BITE - - SILICON 185 ALUMINUM SINGLE HUNG WINDOW sEALANT EXTERIOR VIEW " . .. .. .. FININSTALLATION :. .. -- ". ." .. .. .. .. .. .- SETTING. .. ._ SEE CHART #3 FOR SMALLER UNITS REQUIRED ANCHORS :BLOCK w. GLAZING DETAIL B _.. _. .' SIGNED: 12/12/2014 . ' 650 WEST MARKET STREET GRATZp � 0370 N,S+F PA 17030 �%G = . SERIES 1 S 85. ALUMINUM .SINGLE HUNG..WINDOW .� *•• ` 0 51 — .. 2 N — CT 5 IONA O "* . ELEVATION 5 TA �O.c�• .. " .. ... .. r ... " ::: � DRAWN: DW6 NOLE - . REV OB — _ — /��is�o • •}G�\\��\ SCALE NTS DATE 60��46" 12/09/14.. 3 OF..l3. /IIjIAj.l..` 1/2" MIN :. .REVISIONS EDGE DISTANCE .... .... ...- ... REV . ' DESCRIPDON . - . DATE . - ' APPROVED, , . ' FRAMING: WOOD FRAMING. MIN: - 'OR 2X BUCK:.. EDGE DISTANCE BY OTHERS METAL 1 1/4" MIND 1 4".MAX. ` 1 1/4" MIN.' STRUCTURE.- EMBEDMENT SHIM SPACE, EMBEDMENT, BY OTHERS . MAX ' 5 HIM SPAC, E BACKER ROD' & APPROVED 1/4:' MAX.' 1/2" MIN INTERIOR SEALANT :SHIM SPACE::': APPROVED = EDGE DISTANCE' SEALANT ... .. #8 WOOD SCREW#8 WOOD SCRE SELF DRILLING - WOOD FRAMING SCREW OR 2X BUCK: R ::: ::. BY OTHERS BACKER ROD,,,, . & APPROVED."- :. :. .. SEALANT JAMB INSTALLATION DETAIL '•• - -' F X BUTION " :.: INTERIOR EXTERIOR INTERIOR: 1 /4" MAX. SHIM'SPAC E :'EXTERIOR : #s sMs OR � ' SELF DRILLING _ INTERIOR . SCREWS:' - SILL TO BE SET ... -' .. .... - IN:A BED OF:'--::: .3/4" MIN.::. .. .. - APPROVED SILL TO BESET EDGE DISTANCE STRUCTURAL IN A BED OF I BACKER ROD.. _SEALANT.. .' APPROVED & APPROVED . L. STRUCTURA .. EXTERIOR .. SEALANT: 1/4" MAX. BACKER ROD S T ��N, METAL SHIM SPACE ..&-A PROVED„ ,'` STRUCTURE ._ BACKER ROD WOOD FRAMING SEALANT' 1 4" MAX. SHIM SPACE BY OTHERS APPROVED .& 0 ED OR 2X BUCK SEALANT. - :::BY OTHERS'::: .. METAL.. STRucTURE JAMB INSTALLATION DETAIL BY: OTHERS _ - METAL STRUCTURE INSTALLATION - • SIGNED: 12/12/2014 VERTICAL CROSS SECTION _ M]- WINDOWS :AND DOORS- WOOD FRAMINGOR2XBUCK INSTALLATION VERTICAL`\\S CROSS:SECTION 650 WEST MARKET STREET RAIL OJT �`� O// :. STRUCTURE 710 METAL STRU RE INSTALLA N _ NOTES: ES 0 SERIES i85. ALUMINUM .SINGLE HUNG .WIND W �. 0 5 *= • •• - 1. INTERIOR AND EXTERIOR FINISHES,: BY OTHERS, _ NOT-SHOWNFOR CLARITY. - - 52�X84" NOW . -IMPACT FLANGE INSTALLATION DETAILS. WITHOUT :FILLERS =0 ,qv[�Y1(,yH��f'ra.�+ �� : STATE OF • �— - .. DRAWN:_D:W G :NO. R_EV �O . :. OIIARILL� DESIGNEDINACCORDANCEWTHASTME2112... .. _ : 08-02546 . - ...- .. ... ... .... ... .... .... .... ' scALENTS D^�- 12/09/14... sNEEr4 OF-13. 2 1/2" MIN:. :. . REVISIONS .... .... .... ... . ' EDGE DISTANCE .... .. . ' .... .... REV DESCRIPTION DATE.. ' APPROVED, CONCRETE/MASONRY :...: r" BY: "OTHERS OPTIONAL 1X BUCK 1/4" MIN. .... SEE NOTES. 3 - 7° EMBEDMENT 1 1/4"' MIN. SHEET 1 .. EMBEDMENT CONCRETE/MASONRY 1 /4„ MAX..: ":. 1/4„ MAX. BY,OTHERS v. SHIM SPACE BACKER ROD SHIM SPACE m a90 & APPROVED v SEALANT::: e. 3/'16" TAPCON.'" .. 3/16" TAPCON 0 — c. • a . INTERIOR 2 1/2" EXTERIOR :INTERIOR MI ,. o _ . EDGE. . v- - . DISTANCE i EXTERIOR _.. " BACKER ROD :. . &' APPROVED . .. - OPTIONAL 1 X SEALANT _BUCK SEE NOTES:3 — 7 SILL TO BE SET ' SHEET 1JAMB INSTALLATION DETAIL BACKER ROD IN A BED OF APPROVED .. - - - CON TFJMASONR INSTALLATION CRE YIN " & APPROVED STRUCTURAL" SEALANT SEALANT OPTIONAL'lX BUCK "' SEE NOTE 3 —.7 :. - - - - 1/4" MAX. = SHIM = NOTES: :. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, - SHEET 1 ::: ,SPACE . ' ' NOTSHOWNFORCLARITY. - -2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE ' :. :. .. :. :. : :. : , DESIGNED IN ACCORDANCE WITH ASTM E2112 . CONCRETE/MASONRY". BY OTHERS <: a .a < . ::SIGNED: 1211212014 ° MI- WINDOWS.AND-DOORS.: \��Ilui ►rri/,' a ° a ,:: a '' .p - ,: 650 WEST MARKET STREET ��5: E:' "� p.%/Z "a GRATZ, PA 97030-0370 ` SERIES 85 ALUMINUM SINGLE HUNG..W.IN 1 DOW •.•��CENs� - :. VERTICAL CROSS:SECTION FLANGE INSTALLATION D AILSPW THOl1T :FILLERS A TA 0 F . <v ,CONCRETFJMASONRY INSTALLATION - - - DRAWN: " :.. DWG 'NO. - .. " : :REv .. .. ' . N.G. : SCALE DATE 08 02546 . ... .. .--- - .... .... .... . ,:. . ' .... SHEET NTS ... 12%09/14... 5 OF. 13 . :. :1/2" MIN :. . REVISIONS :EDGE DISTANCE ' REV DESCRIPTION ,,,, ` DATE- ° APPROVED WOOD FRAMINGr 3 4 MIN;. " OR 2X BUCK:.. EDGE DISTANCE: BY OTHERS :. "" 1 1/4" MIN:" METAL 1 1/4' ,MIN. 1/4" .MAX. EMBEDMENT. STRUCTURE.. BY OTHERS 1/4" MAX. EMBEDMENT, SHIM SPACE, HIM 5 SPACE :. BACKER ROD:. 1/4" MAX. :. T 1%2" MIN INTERIOR:. =' & APPROVED' SEALANT SHIM SPACE :': - APPROVED EDGE DISTANCE' SEALANT . RIGID. FILLER #8 WOOD SCREW #8_ :WOOD RIGID r SCREW == FILLER #$ SMS OR: - - - SELF DRILLING- WOOD FRAMING: SCREW OR 2X BUCK,: BACKER ROD EXTERIOR _ BY OTHERS RIGID &APPROVED. • FILLER:.'SEALANT JAMB INSTALLATION DETAIL . FRAMING.. BUCKINSTALLATION — — - - :. - .. INTERIOR' .. .. .. .. .. .. .. .. - INTERIOR METAL -1/4" MAX. METAL-ICE STRUCTURE PAC E — E ERIOR -EXTERIOR BY E EXTERIOR... ' #8 SMS OR.INTERIOR SELF DRILLING. SCREWS-' SILL TO BE SET 3 4,. MIN ji A BED OF ....w. APPROVED SILL. .TO BE SET '. EDGE DISTASTRUCTURAL IN ABED OFBACKER ROD .SEALANT: APPROVED ....& ..: APPROVED:- :. STRUCTURAL' EXTERIOR SEALANT. 1/4"_MAX. BACKER ROD EALANT SSHIM SPACE ...& -APPROVED. RBACKER ROD "WOOD FRAMING S LANT EA 1 4 MAX / ` SHIM SPACE FILLER &APPROVED SEALANT: OR 2X BUCKMETA BY OTHERS,. STRUCTURE _. JAMB INSTALLATION DETAIL p _ BY' OTHERS _ a METAL STRUCTURE INSTALLATION - — - .. SIGNED:12/12/2014 YERTICAL:CROSS SECTION M S WINDOWS, AND DOOR WOOD FRAMING:OR 2X BUCK INSTALLATION - VERTICAL ;: 650 WET MARKET STREET \ ... ... ... ... ... m. .. .. METAL STRUCTURE INSTALLATION : • ... .. — `\\m. '� v �QEN _ q ' ES DOW .. SERIES 185. ALUMINUMiS SINGLE HUNG..WIN �:* 0,.6�51 .•�*= NOTES:: .: ... ... ... ... ... 52"X84" NON'IMPACT ' 1. INTERIOR AND EXTERIOR FINISHES,: BY OTHERS, NOT SHOWN FOR CLARITY. - - - FLANGE INSTALLATION DETAILS WITH FILLERS r'O T �� . E .: • :2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE ; ; • DRAWN: : DWC - - � 0� : N '. REV i�! �� OR \� � 1� • DESIGNED INACCORDANCE WITHASTM Elf 12. .. ' . .. :. .. ' . - N.G. _ _ • _ _ /�� SS± • . G\�\\ r scALE DATE, sOEET660F..13 NTS 12/09/14..08 .. .. . .. - - .. 2 1/2" MIN:. REVISIONS EDGE DISTANCE .... ... .... ..... REV DESCRIPTION DATE.. ` APPROVED, CONCRETE/MASONRY w. BY OTHERS ° a. ; ... a OPTIONAL 1X BUCK " " ° °' .' ° a:• 1 1/4" MIN:. .... SEE NOTES. 3 - `7 ° °•.. < EMBEDMENT — .1./4"` MI. SHEET 1 :. :. 1 EMBEDMENT .. :. .. r CONG ETEB MASONRY R 1/4" MAX. Y,OTHERS y OPTIONAL 1X BUCK. BACKER ROD SHIM -SPACE s .. .. S"NOTES 3 7:. SHHEEET 1 & APPROVED ' 'v ::SEALANT RIGID FILLER . ' 3/16" TAPCON. 3/16" TAPCON ° 1:/4" MAX. SHIM SPACE :INTERIOR :. pr q_ w. :. 2 1/2" w. EXTERIOR INTERIOR N. EDGE I < �- EXTERIOR BACKER ROD RIGID .& APPROVED . FILLER SEALANT ' ' SILL To BE SET JAMB INSTALLATION DETAIL ... .... . .... . BACKER ROD .. .... IN A BED OF APPROVED CRE RYIN _ CON TE/MASOIV STALLATION _ & APPROVED STRUCTURAL SEALANT SEALANT OPTIONAL SEE NOTE 3 —,7 _ :1/4" MAX... SHIM SPACE' 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS NorsHOWNFoRcLARiTY. - SHEET 1 ::: - - 2 PERIMETER AND JOINT SEALANT BY OTHERS _ TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 : . CONCRETE/MASONRY.:SIGNED: 1211212014 BY OTHERS M650 IWDOWESTMARKED BOORS ICO�,,i' a.. ;:: a ' a a ,. :: TREET � GRATZ, PA 97030-0370- ` _G ES 1 D SERIES 85. ALUMINUM .SINGLE HUNG .WIN OW •._4�CENs�� *'' 0 61 - I NON IMPACT �( - �°p = r VERTICAL CROSS:SECTION TALLA FLANGE ON :DETAILS WITH.FIL R � �?� AT 0 •� F - CONCRETE/MASONRYZNSTALLATION , - — DRAWN: DWC :NO •- : �R�'Al � SCA E 08 OEE7 56..13 ''NA DATE. 12/09/1OF NTS 4. S . ' '. 1/2" MIN:. - :: REVISIONS EDGE STANCE _ -. ..AavRovo . WOOD FRAMING: 3 4'. MIN �OR 2X BUCK:. EDGE DISTANCE E BY OTHERS ... METAL:. ... .. 1 1/4". MIN. 1/4" .MAX.. ` STRUCTURE EMBEDMENT, SHIM SPACE, BY OTHERS 1./4" MAX. SHIM SPACE . INTERIOR :.BACKER ROD:. & APPROVED 1/4" MAX. ; t%2" MIN SEALANT SHIM SPACE'::: APPROVED r p EDGE DISTANCE' SEALANT . #8 WOOD SCREW .m. #8: WOOD SCREW W #8 SMS OR: EXTERIOR - EXTERIOR SELF DRILLING WOOD FRAMING: SCREW :� OR 2X BUCK:' ROD.... :. BY OTHERS ..BACKER :.: - INTERIOR:' .. SEALANT w .JAMB INSTALLATION DETAIL . .. :. .. :. .. :. :. .. .. .. _ .. .. .. .. .. FRAMING BU TION .. .. WOOD AMINGOR2X CK�INSTALLA . EXTERIOR :. 0 :: INTERIOR. 1 /4" MAX. q. gp SHIM ACE .. #$ SMS OR . INTERIOR :. SELF DRILLING:. SCREWS SILL TO BE SET IN A BED OF- SILL TO BE SET 3/4" MIN., APPROVED IN A :BED OF EDGE DISTANCE " m. STRUCTURAL APPROVED --BACKER ROD ..: SEALANT STRUCTURAL,::: ::: EXTERIOR & APPROVED BACKER ROD SEALANT SEALANT ' H14":MAX. & APPROVED S, SPACE:..' SEALANT METAL BACKER ROD ` WOOD FRAMING 1 4" MAX SHIM SPACE ..: STRUCTURE PPRO & APPROVED OR 2X BUCK - BY OTHERS SEALANT: :::BY OTHERS'::: METAL . w. :. STRUCTURE :. JAMB INSTALLATION DETAIL _ - -BY OTHERS METAL STRUCTURE INSTALLATION .. .:SIGNED: 12/12/2014 VERTICAL' CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL CROSS: SECTION MI W W DOWS ,� AN D -DOORS - `R I 10 �A/z :. .. :. .. :. .. :. .. : .. .. ::: STRUCTURE INSTALLATION - METAL STRU RE INSTALLA N ' � 650 WEST MARKET STREET \�\�$ \\J\• �C E N,S+-'9�i�/� ••• NOTES: .... .. . . SERIES 85. ALUMINUM .SINGLE HUNG..WIN ES 1 DOW 1 O " • 1.INTERIORANDEXTERIORFINISHES;BYOTHERS, :- - NOT -SHOWN FOR CLARITY. : ' _ ' : ' :' " - .� �� 52"X84" NON IMPACT FINLESS ALLATION AILS WITH FILLERS - _ �• E6 � i� --2. PERIMETER AND JOINTSEALANTBYOTHERSTOBE �:;� � _: �� _-_- ---� � �� DRAWN: DWG -.. _ � O REV //�F'��OR :. DESIGNED IN ACCORDANCE WITH ASTM E2112 . :. .: .. .. -. .. — //��SS% • .�G\�x� DATE. 08 SOEET86OF..13. NAII��\` saniE NTS 12/09/14. a AI 2 1/2" MIN: - Rensio+s EDGE DISTANCE REV DESPRIMN Dare . APPROVED. - CONCRETE/MASONRY < ... BY. OTHERS `d, a e °a. 4 = OPTIONAL 1 X BUCK °:.' ° _ °' .. a e ` EMBEDMENT SEE NOTES. 3 - `7 1 :. "' . 1 ..1./4." MIN. -SHEET EMBEDMENT NCR CO ETE/MASONRY .. 1 /4., MAX. BY OTHERS . — OPTIONAL 1 X BUCK::: BACKER ROD SHIM SPACE o'c w. SEE:NOTES 3 — 7 . SHEET 1 . q. & APPROVED SEALANT:. c — 3/16" TAPCON .:.: 3/16 TAPCON o ' 1:/4" MAX. . .. SPACE PACE INTERIOR = EXTERIOR INTERIOR :. 2 1 /2" d .: MIN: -EDGE _ DISTANCE o EXTERIORw. BACKER ROD.. :. . &' APPROVED . SEALANT ... . SILL TO BE SET" JAMB INSTALLATION DETAIL IN A BED OF CRE YIN _. CON TE/MASONR INSTALLATION BACKER ROD APPROVED & APPROVED STRUCTURAL m SEALANT o SEALANT ` OPTIONAL 1 X BUCK " SEE NOTE 3 — .7 .. 1/4 MAX. " SHIM SPACE' NOTES: ' - 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, - -- - SHEET 1 NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TOBE DESIGNED IN ACCORDANCE WITH ASTM E2112.. CONCRETE/MASONRY. ° • 4 i , SIGNED: 12/12/2014 BY OTHERS 4 .4 e ^ n\`\`5 WINDOWS DOOR MIS 10 �i,, ° -:AND 650 WEST MARKET STREET GRA A 17030 0370 �J J. Sir ... SERIES 85. ALUMINUM SINGLE HUNG..WIN W ES 1 DO *' 0 61 •• — 52"X64" NON IMPACT ,b�` FINLESS INSTALLATION AILS WIT FILLER TAT OF VERTICAL CROSS:SECTION - ' � � � _ ; �?0�� /// :CONCRETEANASONRYINSTALCATION p DRAWN: . N : DWG : 0 .REV FS;:c�0R10? '''7�%/j�NA11�\\\ 08 60F SCREE NTS oa1E 12%09/14 SOEEr913 :. • :. 1/2" MIN:- EvsloNs EDGDISTANCE E .... .... ' REV DESCRIP'RON DATE . APPROVED.. . WOOD FRAMING: .. 347. MIN .. q. OR 2X BUCK EDGEDISTANCE BY OTHERS :.. METAL:. 1 1g 4"..MIN: 1/4" .MAX. - STRUCTURE EMBEDMENT SHIM SPACE, BY OTHERS � "1./4" MAX. 5 SPACE HIM � ' T /NTERIOR :. BACKER ROD:. & APPROVEDrSlH /4"-MAX.1/2" MIN SEALANTAPPROVED IM SPACE"::: ``EDGE DISTANCE "" ' SEALANTso . RIGID... FILLER: : #8 WOOD SCREW .. m #8. WOOD :' r RIGID SCREW .... wrr FILLER #8 SMS OR: EXTERIOR: . SELF DRILLING WOOD FRAMING: " EXTERIOR , SCREW OR 2X BUCK".' BY OTHERS BACKER ROD, . • . _ APPROVED. :. :. RIGID ' � SEL INTERIOR: FILLER JA INSTALLA ION DETAIL MB T L :. .. :. :. .. .. :. .. :' .. .. .. ' WOOD MING OR 2X CK.INSTALLA .. FRAMING BU TION .... - .... ... .... .... --- - .. METAL . EXTERIOR INTERIOR. .. STRUCTURE. 1/4" MAX. _. .. w. BY OTHERS SHIM SPACE #8 -INTERIOR SELF DRILLING:. SCREWS w. . SILL TO BE SET .. IN A BED OF... APPROVED SILL BE SET :. 3/4" MIN.. _. STRUCTURAL:' ' IN A -BED OF GE STAN EDGE DISTANCE BACKER ROD SEALANT: APPROVED ROVED .... I EXTERIOR -: :.& APPROVED:. 1 .. SEALANT. 1/4° BACKER. ROD & APPROVED ,SEALUACTURA NT . �: SHIM SPACE.. SEALANT :" 1 4: MAX RIGID BACKER ROD - "WOOD FRAMING " - :" . -�: - r SH IM'SPACE FILLER. .. P OR 2X BUCK - L SEALANT .E: BY OTHERS ' METAL STRUCTURE JAMB INSTALLATION DETAIL BY -OTHERS METAL STRUCTURE INSTALLATION ... SIGNED: 12/12/2014 : VERTICAL: CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL CROSS SECTION M.1-WINDOWS.: AND -DOORS \\�S 1R IIL � • : METAL STRUCTURE INSTALLATION = - - 650 WEST MARKET STREET _ \ \ NOTES: ... .. .... .. SERIES 85..ALUMINUM .SINGLE HUNG..WIN ES 1 DOW .* o 51 *= " 1. INTERIOR AND EXTERIOR FINISHES:BYOTHERS, : --;" :' '" CT ram• .. NOTSHOWN FOR CLARITY.. :. ; - - :. :. :. - DETAILS INST ETAILS CATION WI INSTALLATION FINLESSFILLERS TH:. --o �� . • _ : 2. PERIMETER AND J61NT SEALANT BY OTHERS TO BE .. • . .. .... .: - _ . ; : - ... DRAWN: "::: .. .. .R� i�.o�. �, �R ID ' . DESIGNED IN ACCORDANCE WITH ASTM E2112 . .. :. .. :. .. .. .. N G. ... . " _ 08 02546 _/��d�s% • . • ��C9\\\� :" :" scAE NTS oarE 12/09/14.... eNEEr 10 OF. 13 II11��\ 2 1/2" MIN:. EnsloNs .. .... .... .... EDGE DISTANCE ... -. .... ..... REV DESCRIPTION - DATE, . APPROVED.. CONCRETE/MASONRY BY -OTHERS ' <c J 1/4" MIN: OPTIONAL 1X BUCK ° SEE NOTES.3 - `7 ° :.EMBEDMENT. 7 1 ..1. 4,,: MIN. :SHEET 1 ' I a. EMBEDMENT :. ETE MASONRY CONCRETE/MASONRY _.. .' 1./4" MAX. B Y .OT+iERS OPTIONAL BUCK:' BACKER ROD. SHIM; SPACE °a — SEE NOTES 3 7 SHEET 1 ' & APPROVED ::SEALANT e :' RIGID -. 3/T6" TAPCON .. 3 16" TAPCON / °° .. 1:/4" MAX. -- = FILLER - oa SHIM SPACE INTERIOR : q.: .... .. .... . ` ' . .... EXTERIOR INTERIOR ::: z 1Nz"U. a EDGE DISTANCE EXTERIOR BACKER ROD.. w. RIGID &APPROVED. w. ALANT , m FILLER L LER SE SILL TO BE SET JAMB INSTALLATION DETAIL .... .... .... IN A BED OF CRE YIN CON TE/MASONR INSTALLATION ' BACKER ROD APPROVED & APPROVED RAL :'SEALANT SEALANT :. OPTIONAL 1 X BUCK SEE NOTE 3 — ,7 : — • 1 /4" MAX.:.1. SHIM SPACE NOTES: INTERIOR AND EXTERIOR FINISHES, BY OTHERS, - - CLARITY. ` .. - .. 'SHEET 1 ..... - .... ... - .. - ... NOTSHOWN FOR .... . .... . : - � � � � � .. .. .. ..2. TO BE PERIMETER AND JOINT SEALANT BY OTHERS DESIGNED INACCORDANCE WITH ASTM E2172 - CONCRETE/MASONRY-. ° a, ::SIGNED:1211212014 BY OTHERS "' a WINDOWS; AND DOOR $ M6GRAT/Z <..4 d. <. 17030 o . a PA — 0370 •��CENd+FgtP•i _. _.. ... SERIES SS..ALUMINUM .SINGLE HUNG..WIN W ES 1 DO �* o 51 ;* NON —IMPACT A( :. STALLAI FINLESS INSTALLATION :DETAILS WITH. FILLER `� TAT OF ; VERTICAL CROSS:SECTION DRAWN: G 0 � N REV . Z:. /O :c� O jZ��A •G\� .CONCRETEIMASONRY INSTALLATION N.G. • 08 02546' s S.C. NTS DATE 12/09/14... sHEEr11 OF.13 ` Irljlnl l\ 1 1/4" MIN. REVISIONS EMBEDMENT REV oEscRiPnoN DATE . APPROVED " #8 WOOD -- — WOOD... :.: SCREW FRAMING BY OTHERS 1/4" MAX... F SHIM SPACE ::7/16" MIN .. . ' EDGE -DISTANCE WOOD FRAMING 1/4" MAX . BY OTHERS, w. SHIM SPACE :. INTERIOR ;. . 1 /4�� . EXTERIOR .: M BEDM f ENT INTERIOR. #8 WOOD :. . SCREW 7/1:6" MIN ' DIST EDGE:DISTANCE EXTERIOR JAMB. INSTALLATION DETAIL .. .WOOD FRAMING OR 2X BUCK INSTALLATION ;• 1/4!' MAX. :. .. .... . ' ... ..... F.SHIMSPACE.... . �O INTERIOR AND EXTERIOR FINISHES,,BYOTHERS, NOTSiOWNFOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS T BE " 3/8�'' MIN ..� ' - DESIGNED ACCORDANCE TME2 112. EDGE DISTANCE - #8.WOQD _// .SCREW "' ..WOOD .' FRAMING ::SIGNED: 1211212014 1 16/4" MIN. EMBEDMENT BY .OTHERS ; . WINDOWS AND DOOR MI S// ►tu►rll� VERTICAL CROSS SECTION STREETARKET0370 6GRATZ S PA C 0 r EN q- ' 17030 C 9Ji�i= WOOD FRAMING OR 2X BUCK INSTALLATION , : _. RIES 1 D SE 85. ALUMINUM .SINGLE HUNG..WIN OW - �. *� oy� 61 — 52"X84" NON IMPACT =.b _ 4TATM :. FIN INSTALLATION DETAILS :: �� ;*t�� .... • D N : DWC NO : :REV a. N.G. :. GB — SNT DA'iE 12 SHDEEf 2 I. S /09/14... OF.q_ /IIII I'ti�� IIL... w.: :. • Rensioes ... -. 3 161, 6" 1 7 8. .. . REV 21 3 $ DESCPJP110N .APPROVED.. _ .. � '.:. � �� "' ':' '::: � "::: � / 'f'^ -� _ ��. -'� .... DATE 2. 6 . 13/16" :. 2.3/16" ... .. 3/16 3/ 1 ,• fi 1 5/1 " FLANGE FRAME HEAD. FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB .... CM-18501 .. CM-18553 . ... .. CM-18503 �� --CM-18513 - ALUMINUM 6063-T5.050"THICK "' ALUMINUM 6063-T5.050'THICK' : -ALUMINUM 6063-T5.050"THICK: . ALUMINUM.6063-T5.050"THICK' " 2:s/16' 2'S/16" —I 2 5/16 2 3/16" 2 .3 8' 3 3/8" 2:13/1 " 3 .3/4„ :FLANGE FRAME SILL FINLESS FRAME SILL CM-13502 CM-18554 FIN FRAMES/LL FIN FRAME HEAD FIN FRAME JAMB "ALUMINUM 6063-T5.055" THICK .ALUMINUM 6063-T5�.055" THICK ' : � � CM-18509 : � � Ch1-18508 � � � CM48510_ _ ' .. _ - _ , . • , . . ALUMINUM 6063-T5.055" THICK ALUMINUM - 0 THICK - A 3-T . LUM 6063 T5.05 " K - LUMlNUM 606 5 050" THICK 1 6'w. 1.. 5/8„ 1 1 �8 '�"{ .. .. .. .. T-I.. .. .. - ... 1 3/8" 2 5/16" L� r 3/1. 15/l6' 6 1... 5/8.. LOCK RA/L/STILE= .: GLAZING BEAD AMH 8507. SASH BOTTOM RAIL MEETING RAIL GLAZING BEAD ALUMINUM6063-T5.05o"THICK CM-18505-. - .... .... ... CM-18555 .. - ..CM-18504 .... .... V-663 .... -185 ALUMINUM 6063-T5:062"THICK ALUMINUM6063-T5.050"THICK ALUMINUM6063-T5.055"THICK RIGIDPVC.060"THICK' RIGID PVC.050".THICK p - .... .... .. .... .... .... .... SIGNED: 12/1'2/2014 MI - WINDOWS..AND DOORS Illllf/ \\\\g R, `L 0 (�i .. :. 650 WEST MARKET STREET GRATZv PA"17030 0370— � v ••\CENS�.9S"''� .. ES 1 :. — CT SERIES 85. ALUMINUM .SINGLE HUNG..WINDOW 61 � 52"X84'• NON IMPA J!�. •� COMPONENTS. O; ScTA�T�E OF ;:tvJ` .. .. ... ... .. .. N ... DRAWN .. DWG 0 � � � : ' 'REV ii�.c•�s :c[QRI�P • \ SCALE NTS DATE OS SoE� as � _. 12/09/14.. 13 OF.13: /flllllll :.