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Pmduct Approval Flenu>7radnd or Annlication Scamh>Aaalfo'ftion I Rt>Application Detail'
4 i�i•6 i
FL 4' FL17499=Rl j t
Application Type Revislo_n
Code Version 2014
Application Status Approved
i
*Approved by DBPIL ApprovMs;by DBPR shall be reviewed and ratified f
by.the POC and/or,the'Commission If ne,essary.
Comments. i
Archived t
Product Manufacturer MI Windows and Door I '
Address/Phone/Email 650 West Market Street I
Grati,PA 17030 j
(717)365=3300, Ext 2560
bsitlinger@miwd.com
i
Authorized Signature Brent Sitlinyer
'bsltl(6get@rhiwd.com
1
Technical Representative
Address/Phone/Email
;Quality.Assurance Representative'
Address/Phone/Email
Category Windows
Subcategory Single Hung !
Compliance Method Certification Mark or Listing
u'
Certification Agency American.Architectural Manufacturers Ass ciation
Valldated By Steven M.00ch,PE
21 Validation Checklist-'Hardeopy Received
Referenced Standard and Year(of Standard) .Standard Year i
AAMA 506 2008
AAMA/WDMA/CSA 101n S.2/A440 2008
t
Equivalence of,Produd Standards, `
I
,Certified By II
I
Product Approval Method Method 1 Oppon A
Date Submitted 07/19/2016 I;
Date Validated 68/05/2016
Date Pending,FBC Approval
Date Approved P0/05/2016 i
I
I'
I
i
I
i
Summary of Products j
l
FL# Model,Number or Name Description
17499.1 165 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use ` Certification Agency Certificate 1 Approved for use in HVHZ:No ELJ7499 Ri C CAC MI Windows-185 5H(Fin)IrI +
Approved for use outside HVHZ:Yes (2).Ddf I
Impact Resistant:Yes F1.77499 8l C CAC MI Windows-185 SH(Fin)in i
Design Pressure:+55/-55 f3).Ddf 1
Other:R-PG55,Missile Level D,Wind Zone 3.Glass to be FLi7499 R_ll C; CAC Mi Windows- 185 SH(Flanc e)impact
bedded In Pecora 896sealant. (2).Ddf !
FLi7499 R�1 C CAC MI Windows-185 SH(Flange)imnact
(5).Ddf i I
Quality Assurance Contract Expiration Date
10/10/2018
Installation Instructions
FL17499 R1 fi 08-02544A.ndf
Verified By Luis R Lomas PE 62514 !
Created by Independent Third Party:Yes
Evaluation Reports
FL17499 RI AE 513320A.12dF
Created by Independent ThlrcOarty:Yes
c i
17499.2 185 SH 52x84 Fin/Flange Frame IG/Sd,Single Hung
Limits of Use Certification Agency Certificate !
Approved for use in HVHZ:No FL17499 R1. C CAC APC(13362)F1725 01-109-47-RO 185'
Approved for use outside HVHZ:Yes SH(FLG waiv6r),5-8IG 1-8A 52 1-sx84 R6n(100918)odf
Impact Resistant:No FL17499 R1 C CAC MI Winddws-185 SH(Finl(10).ndf
Design Pressure:+60/-60 FL17499 R11 C CAC MI Winddws-185 SH(Fin)(9)_12df
Other:R-PG55 FL17499 RV C CAC MI Windows-185 SH(Flange)(9)Ddfj
Quality Assurance Contract Expiration Date j
10/09/2018'.
Installation Instructions
FL17499 R1,11 08-02546A.ndf
Verified By:Luis R Lomas PE 62514 i
Created by Independent Third Party:Yes
Evaluation Reports
FLi7499 R11�AE Ts
Created by Iddependent Third Party:Yes
17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use CertiIAgency Certificate
Approved for use In HVHZ:No FL17499 R1 C CAC MI Windows-185 SH(Fin)Impact
Approved for use outside HVHZ:Yes (4).ndf
Impact Resistant:Yes FL17499 R1 It CAC Mi Windn L-185 SH(Fin)i=arY(5)
Design Pressure:+55/-55: Done.Ddf
Other:R-PGSS*,Missile Level D,Wind Zone 3.Glass to be FI 17499 R7 C CAC Mi Windo s-18 H(Flange)impart
bedded in Pecora 896 sealant, f4).ndf
FLi7499 R1 C CAC MI Windows-195 SH(Flanoe)Impact
(4).Ddf
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 RI 11 08-02545A.odf
Verified ey:Luis R Lomas PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17499 RI AE 513R21A 0L
Created by Independent Third Party:Yes
17499.4 185 SH 5202 Fin/Flange Frame IG/SG Single Hung Laminated Glass `
Limits of.Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 RI C CAC APC(13361)F__r726_01-109-47-RO 185
Approved for use outside HVHZ:Yes SH(FLG waiver)`.Ddf
Impact Resistant:No FL17499 RI C CAC MT Windows-185 SH(Fin)(11)r)
Design Pressure:+60/-60 FI 17499 RI C CAC MI Windows-185 SH(Fin)(12)odf
Other:R-PG60 FL17499 RI C'CAC Mi Windows-185 SH(Flanoe)
110)_ndf
Quality Assurance Contract Expiration Date
10/OB/2018 I !
Installation Instructions
FL17499 Ri D- 08-02549A.pdf
Verified By:Luis R Lomas PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17499 R1 AE 513327A odf
Created by IndependentThird Party:Yes i
I
i I
L -
i � f
17499.5 185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass
= Limits of Use Certification Agency Certificate
` Approved for use in HVHZ:No FI 17499 R1 C CAC APC(133631E1729 01-109-47-RO ItB5
Approved for use outside HVHZ:Yes SH(FIG waiver).odf
Impact Resistant:No FL77499 RI C CAC MI Windows-185 SH(Fin)(131.pdf
Design Pressure:+60(-60 FL17499 RS C CAC MI Windows 185 SH(Fin)(14).ndf
Other:R-PG60' F 17499 Rh C CAC MI Windows-185 SH(Flandel
jil)Ddf " I
Quality Assurance Contract Expiration Date i
10/17/2018
Installation Instructions
F117499 R1 II 08-02550A.Ddf
Verified By.,Luis R Lomas PE-62514
Created by independent Third Party:Yes
Evaluation Reports
17499 RJ AE 513328A 2df I
Created by Independent ThirdjParty:Yes
r i
17499.6 185 Triple SH 111x72 Fin Frame IG/SG Single Hung 11002 Flange Frame II
IG/SG Single Hung
Limits of Use Certification Agency Certificate II
Approved for use in HVHZ:No FL17499 R11(7 CAC MI Windows-185 SH Triple(Fine
Approved for use outside:, Yes (3),ndf
Impact Resistant:No FL17499 RI I C CAC MI Windows-185 SH Triple(Fin)
Design Pressure:+50/-50 (4).pdf
Other:R-PG50* FL17499 RI C CAC MI Windnwc-185 SH Triple(F,ia_ge)
(3).ndf
FL17499 R1 C CAC MI Windows-185 SH Triple(Flan el ;
(4).pdf
Quality Assurance Contract Expiration Date j
10/20/2018�
Installation Instructions
FI 17499-RI Gir 08-07548A.ndfi
Verified By:Luis R Lomas PE 62514 i
Created by Independent Third Party:Yes
Evaluation Reports i
F117499 Ri AE 51337.4A.ndf
Created by Independent Third Party:Yes
17499.7 185 Twin SH 106x72 Fin Frame IG/SG Single Hung 10502 Flange Frame
IG/SG Single Hung j
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No r-1 17499 D1 C CAC MI Windnws-185 SH Twin(Finl
Approved for use outside HVHZ:Yes t3).pd
Impact Resistant:No F(17499 R1 C CAC MT Windows-185 SH Twin(Fine
Design Pressure:+45/-45 (4).pdF
Other:R-PG45 FL17499 RI C CA(- W11 Windows- 185 4H Twin(Flange)
13).pdf
FL172. R1 t CAC M(Windows 185 SH Twin(Rangel
(4).Ddf
Quality Assurance Contract Expiration Date
10/20J2018
Installation Instructions
FI17499 RI IT OB-02547ASLif
Verifled By: Luis R Lomas PE-52514
Created by Independent Third Party:Yes
Evaluation Reports
F117499 Rl AE 513379A ndf
Created by Independent Third Palmy:Yes 11
` I
Beek No
i
Contact us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Convrloht 2007-2013 51ate of Florida.::privacy Statement::eccessibillty 5 Itement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In�iresponse to a public-re request,do not send electronic f�
mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact B50.48 A395.•Pursuant to Section 455.275
(1),Florida Statutes,effective October 112012,licensees licensed under Chapter 455,F.5.must provide the Department with an email address if they have one.The
emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
cllck h4Jb. I {
Product Approval Accepts: ;
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Credit Card I
Safe
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REV S ONS
REV .DESCRIPTION M1E APPROVED
A RMSED ANCHOR;SPACING,,A CHARTS 07/1.1/16 R.L,,
NOTES: 15.FOR'ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK 'USE.#10 WOOD
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH'TO-ACHIEVE.A 1. 1/4" MINIMUM EMBEDMENT INTO
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION'DETAILS.
2. WOOD FRAMING AND MASONRY'OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16.FOR ANCHORING.THROUGH-FRAME INTO MASONRY/CONCRETE USE,3/16" 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. 14"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 WALL.-LOCATE-ANCHORS
LENGTH TO ACHIEVESHOW 3 THREADS MINIMUM BEYOND
MASONRY, CONCRETE,OR OTHER STRUCTURAL SUBSTRATE-MATERIAL -- DETAIL STRUCTURE ANTERIOR.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 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 TOECU SRED'.WOOD BUCK IN'ACCORDANCE WITH
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
MANUFACTURERS.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. CONCRETEv 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
6. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION'SHIM AS REQUIRED AT
EACH ANCHOR LOCATION'WTTH"LOAD rBEARING 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 8E 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:°07/1212016- —
MI WINDOWS AND DOORS �ptt1111rrr/i
,650 WEST MARKET STREET ���\J\5 R•Lo;7 4�
GRATZ, PA 17030-0370 b,• \GEAIB• EP
TABLE OF CONTENTS
SHEET NO. DESCRIPTION SERIES 185 ALUMINUM SINGLE HUNG .WINDOW tk• 0„@jtb
52"X72"- LMI C�
1 NOTES NOTES �y TAT OF
2 - 3 ELEVATIONS DPAWN ��•• Q �
5 - 8 INSTALLATION DETAILS N.G. T>wc No. 08-02544 a
9 COMPONENTS & GLASS DETAILS S-E.NTS GATE 12/09/1b 1 SHEET OF 9
REMOAS
REV" DESCRIPTION DATE APPROVED
52 MAX FRAME WIDTH 52" MAX. FRAME WIDTH A REVISED.ANCHOR SPACING &-'CHARTS, 07/11/16 R.L.
2" MAX 16" MAX O.C. 2" MAX 2" MAX ;;Ll6" MAX D.C. 2''MAX
2-TAA—
cHARr#t
Number of anchor loratlonaroqutmd
Frame IdIh
L / / Haight l0.00 24.00 XW I X Wn 4200 4900 1 i200
16" 16" 'on), Hoad Jamb Head I Jamb Hood I Jamb I Head Jamb i Head Jamb Head Jamb I Hood I Jamb
/
MAX 0 MAX 2A00. 2 3 3 3 3 3 3 3 4 3 4 3 4 3
D.C. / D.C.0 30.00 2 3 3 3 3 3 1 3 3 4 3 4 3 4 3
/ 3&00 2 3 3 3 3 3 3 3 4 3 4 3 4 3
72" . ,
72" 4200 2 4 3 4 3 4 3 4 4__ 4 4._ ,.4. 4--- 4-
MAX MAX 4&OD"- 2-- 4 3 4 3 4. 3 4 4 4 4 4 4 4
FRAME " -- - - FRAME s,00 25 3 5 3' 5 3� 5 4 5 4 5 4 5
HEIGHT ` HEIGHT ^. .. ._ 6&00' 2_ ._5_._ _3-.....__5 -._3... ....5.. ._.,.3......g_...q ..._5....--'4.._..__5...,. ;4_..._5
6&00 - 2 5 3 5 3 5 3 5 4 S 4 -5 4 _ 5
- - - 7200,-' 2 6 3 � 6 3' 6 3' 6 4.. 6 4 6 - 4- 8
I85ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW'
EXTERIOR VIEW DESIGNER EXTERIOR VIEW'
FLANGE&FINLESS INSTALLA77ON FLANGE&FINLESS INSTALLA77ON
SEE CHART#1FOR SMALLER UNITS REOVIREDANCHORS SEE CHART#tFOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
f55 OPSF LARGE
MISSILE IMPACT
MISSILELEVEL-D,WINOZONE3
NOTES: SIGNED:_0W2/20i6—
1, MAXIMUM SASH SIZE: 51" X 36
2. MAXIMUM SASH D.LO.: 47 5/B" x 32 1/2 MI WINDOWS AND DOORS \.01It 11 LIO////
3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 '1/2". 650 WEST MARKET'STREET �����\0;••• "4f9�i�
GRATZ, PA 17030-0370 v�•v\GENS�,,A+��
SERIES '185 ALUMINUM SINGLE HUNG WINDOW
— ;q* 6
LMI52 TIONSFLANGE & FINLESS ELEVA TAT O F �4*�
DRAWN: DWC NO. REV Off:c10RVO GA\�
HARDWARESCHEWLE N.G. OS-02544 A ��/�S/ONAL Ea
A. 121 METAL SWEEP LOCK ATE"FROM EACH END INTERIOR MEEIINGRAIL
B. 2)BLOCK AND TACKLE BALANCE ATJAMES SCALE NTS DATE 12/09/14 JSHEEr2 OF 9 [tfIII111\
A ,
REVISIONS
REV :DESCRIPTION 047E APPROVED
52" MAX FRAME WIDTH, 52".MAX•FRAME`WIDTH A REVISED ANCHOR SPACING 8c CHARTS 07/11/IS R.L.
ll
2 MAX MAXOO.C. 2"MAX 2" MAX 2"2" MAX
10" MAX O 10 MAX O
72" o�C_ 72" D.C. / CHART#2
MAX MAX - 'Numborofanch anchor locationsra ulrod
FRAME FRAME Frame Width )
HEIGHT HEIGHT _ - -Hal M f80D`-`-"._.2100 "- 3000 3&00 42.W' 41W µ- - 5200
F e n
o
HAS Jamb:HAS Jaamb HAS Jamb' H&S Jamb HAS Jamb HAS Jamb HAS Jamb
'I11 Jlt- / Iu1 24.00 -.3 3 3 3 4. 3. 5 3 5 3 6 3 6 3
30.00 3 4 3 4 4 4 5 4 5 4 6 4 6 4
36.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5
4200 3 •5 3 5 4 b 5 5 5 5 6 5 7 6 5
00 3 6 3 6 .4 6 .5 6 5 .6. 6 6 6 6
J 5400 3 , 6 3 6. 4 8 5 - 6 5 8' 6 6 5 -6
6400' - 3 '7 3 7 4 T 5 7 5 ;T 6 7 B 7`
6&00 3 8 3 8 4- 8. 5� 8 5 8 68- 6 8
f85 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW 72.W 3 6 3. 6 4 8 1 5 1e 5 _ 8 1 u 'I A e e
EXTERIOR VIEW DESIGNER EXTERIOR VIEW
FIN INSTALLATION 'FlN INSTALLA77ON
SEE CHART#2 FOR SMALLER UNITS REQUIREDANCHORS SEE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS`
DESIGNPRESSURER477NG IMPACTRATING
t55.OPSF LARGE
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 3'
NOTES: SIAGNED:_0 711 2/2 0 1 6=
1.. MAXIMUM SASH SIZE: 51" X '36
2. MAXIMUM.SASH D.LO.: 4T 5/8" X 32 1/2". MI WINDOWS AND DOORS \���\(►1111II/ii�
3. MAXIMUM FIXED.D.L.O.: '49.3/8" X 32 1/2": 650'WEST MARKET STREET \\\��5 ItLO'tf9�i�
GRATZ, PA .17030-0370 `v,•v�GENs �(P
SERIES 185 ALUMINUM SINGLE HUNG WINDOW, _*•/�a, t6 *=
52"X72"7- LMI• o*KLy E Qr FIN ELEVATIONS p, TAT OF �
HARDWARESCHEDIJLE DRAWN: DWG No. REV
��'�F•'c10R1�@;•\���
A. 2 METALSWEEP LOCKATA•FROM EACH END INTERIOR MEETING RAIL �� 08 s0E2�544 A
B. (2 BLOCK AND TACKLE BALANCEATJAM85 ISCALFNTS 12/09/14, 3 OF 9
1A!
1/2" MIN R17SIONS
EDGE DISTANCE ary DESCRIPTION owls wpmw
WOOD FRAMING 3/4" MIN A REVISED ANCHOR &.CHARTS 07/.11/2016 R.L.
EDGE DISTANCE
OR ZX BUCK
BY OTHERS METAL 1 1/4" MIN. 1/4" MAX.
1 1/4" MIN. STRUCTURE EMBEDMENT SHIM SPACE
EMBEDMENT BY OTHERS 1/4" MAX.
—�� SHIM SPACE �—
BACKER ROD 1/2 INTERIOR
1/
&APPROVED 4" MAX. MIN—!f
SEALANT SHIM SPACE APPROVED EDGE
SEALANT DISTANCE
#10 WOOD SCREW #10.WOOD
SCREW ..'.'
\#10--SMS-OR--
SELF DRILLING WOOD FRAMING
SCREW_EW. OR Y?X.-BUCK
BACKERROD
EXTERIOR.._.._....
-B OTHERS,
& APPROVED
SEALANT'
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
INTERIOR
�`} 1/4" MAX.
EXTERIOR I INTERIOR SHIM SPACE
EXTERIOR Lr
#10 SMS'OR INTERIOR
SELF DRILLING-
.SCR-EEWS''
SILL TO BE SET. 3/4
IN,A BED'OF MIN.
APPROVED 'SILL TO BE'SET EDGE
STRUCTURAL IN ABED OF DISTANCE
SEALANT APPROVED
BA KKR ROD STRUCTURAL � EXTERIOR
SEALANT 1-!V MAX. BACKER_ROD— —-—SEALANT METAL- — —
_—— - j SHIM SPACE & APPROVED STRUCTURE BACKER ROD
SEALANT r 1/4" MAX. BY OTHERS & APPROVED
T
WOOD FRAMING I ^`r SHIM SPACE SEALANT
OR 2X BUCK
BY OTHERS METAL
STRUCTURE JAMB INSTALLATION DETAIL
BY OTHERS METAL S7RUCTUREINSTAUA77ON
SIGNED:-07/12/2016- -
VERTICAL-CROSS-BECTION MI WINDOWS AND DOORS
WOOD FRAMING OR2XBUCKINSTALLATYON VERTICALCROSS SECTIOM
650 WEST
PA MARKET'
STREET
�N;.N METAL \C+FH& gtPi
NOTES: SERIES 185 ALUMIN1UM2SINGLE HUNG WINDOW =*•/J��j'D
1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, i91j•� ti ATE V '�:
NOTSHOWN FOR CLARITY
FLANGE INSTALLATION DETAILS F
2.PERIMETERANDJOINTSEALANTBY OTHERS TOBE orawN; olvc No. OR��Q:•\ \�
DESIGNED IN ACCORDANCE WITH ASTMW12 N.G. 08-02544 A, ���tSS•• aG\
scaLE NTS °"TE12 09/14 SNEE14 OF 9
I I
2 1/2" MIN. RM4ONS
EDGE DISTANCE REV D6CRIMN wre APPROw
CONCRETE/MASONRY - - . A RWISED ANCHOR'SPACING&CHARTS 07/11/2016 R.L
BY OTHERS '• a
a A
' a
OPTIONAL 1X BUCK ° ' A ° 4 4 1 1/4" MIN.
SEE NOTES 3 - 7 . EMBEDMENT 1 1/4" MIN.
SHEET 1 I EMBEDMENT
` CONCRETE/MASONRY SHIM SPACE
1/4" MAX. BY OTHERS ,
BACKER ROD SHIM,SPACE
& APPROVED °
SEALANT
3/16".-TAPCON 3/16" TAPCON °
a + INTERIOR
2 112"
EXTERIOR INTERIOR MIN, °
EDGE o
DISTANCE
EXTERIOR
BACKER ROD
& APPROVED
OPTIONAL IX BUCK SEALANT
SEE NOTES 3 - 7
SHEET'1 JAMB INSTALLATION DETAIL
SILL TO'BE SET
IN A BED OF CONCRE7>=/MASONRYINSTALIATION
BACKER'ROD APPROVED
& APPROVED
STRUCTURAL -
- - -SEALANT --- - SEALANT
OPTIONAL 1X BUCK NOTES:
SEE NOTE 3 - 7 1/4" MAX. 1.INTERIOR AND EXTERlOR FINISHES.BYOTHERS,
SHEET 1 SHIN SPACE NOTSHOWNFORCLARRY.
2.PERIMETER AND JOINT SEALANPBYOTHERS TO BE
DESIGNED INACCORDANCEWR7aASTME2112
CONCRETE/MASONRY + SIGNED:07/1212016-
BY OTHERS
- --- - -- -_ -- a A° s + MI WINDOWS
AND BOORS KET STREET \`\J\%�R-I�a��650 WEST ;'/z�,
c 4 GRATZ, PA 17030-0370 `tir,ti\GEN,9*.46
y
'SERIES 185 ALUMINUM SINGLE HUNG WINDOW �'1k• D *�
52"X72 LMI az_
FLANGE.INSTALLATION DETAILS ��0�• AT OF . `
VERTICAL CROSS SECTION
CONCRETEMASONRYINSTALLATION oRAuv.: owc ND. Rev
sw s w1e D8 2E544 a �ilM/01VAL N
NTS 12/09/14 5 OF 9
, l 7♦i
1/2" MIN REMONS
WOOD FRAMING
EDGE DISTANCE RSV oEscRlanox ona aPPRoveO
3/4" MIN' REV
_REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L
OR 2X BUCK EDGE DISTANCE
BY OTHERS METAL 1 1/4- MIN. 1/4" MAX:
STRUCTURE EMBEDMENT SHIM SPACE
BY OTHERS 1/4" MAX.
SHIM SPACE INTERIOR
BACKER ROD t/2"
& APPROVCD 1/4" MAX, MIN
SEALANT SHIM SPACE APPROVED EDGE
SEALANT DISTANCE
=l7xTl=nj,
#10 WOOD SCREW #10 WOOD
scREwR
.#10 SMS OR -
EXTERIOR SELF DRILLING WOOD FRAMING
SCREW OR-2X—BUCK.._......
_. --..__. ._.BACKER-R00
-------- -BY OTHERS
SEALANT
INTERIOR JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
EXTERIOR INTERIOR I� 1/4 MAX.
I SHIM SPACE
- #i 10 SMS OR II INTERIOR
SELF DRILLING
SCREWS
T
SILL TO BE SET 3/4"
IN A BED OF SILL TO BE SET MIN.
APPROVED IN ABED OF EDGE
STRUCIURAL APPROVED DISTANCE EXTERIOR
BACKER ROD SEALANT STRUCTURAL
& APPROVED :BACKER ROD, SEALANT
SEALANT 1/4'" MAX. _ & APPROVED_ `-- '--
— - - _ SHIM SPACE' SEALANT
1/4" MAX METAL BACKER ROD
WOOD FRAMING SHIM SPACE STRUCTURE SEAPPROVED
OR 2X BUCK BY OTHERS SEALANT
BY OTHERS METAL
STRUCTURE JAMB INSTALLATION DETAIL
BY OTHERS METAL STRUCTURE INSTALLATION
SIGNED:-07/1212016-
VERAMING CROSSSEGTLLAION MI WINDOWS AND DOORS N111111114//
WOOD FAMINGOR2XBUCKlNSTALATION VERTICAL CROSS SECTION 650 WEST MARKET STREET
METAL STRUCTURE INSTALLATION GRATZ, PA 17030-0370 �/••v�GEH�p�'1'�y
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NTS 12/09/14 6 OF 9
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2 1/2" MIN. ROB
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BY OTHERS n
a <
1 1/4" MIN.
OPTIONAL 1X BUCK " ° EMBEDMENT
SEE NOTES 3 - 7 --7 1 1/4" MIN.
SHEET 1 " I f EMBEDMENT
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BACKER ROD SHIM SPACE • SEE NOTES 3 7-
& APPROVED o SHEET 1
SEALANT °
°
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& APPROVED
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IN A BED OF CONCRETSMASONRYINSTALLATION
BACKER ROD APPROVED - _ —
& APPROVED �f STRUCTURAL — -- — - - -- - -
SEALANT _ SEALANT--- - _ — -
OPTIONAL 1X BUCK 1/4, MAX NOTES:
1.INTERIORAND EXTERIOR FINISHES,BYOTHERS,
SEE NOTE 3 - 7 r SHIM SPACE
Y.
SHEET 1 NOT SHOWN FOR CLARITY.
Z PERIMETERAND JOINT SEALANT BYOTHERS TO BE
DESIGNED IN ACCORDANCE WlTHASTM E2112
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Y OTHERS •° n _. $tGNED:_07/12/2016,- -
- MI WINDOWS AND .DOORS `\���►R II`IUii
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NTS 12/09/14 7 OF 9
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1 1/4` MIN. REVISIONS
EMBEDMENT REV DESCRIPTION DAZE "PROVED
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SCREW FRAMING
BY OTHERS
1/4" MAX
r .
T —L SHIM SPACE'
7/16" MIN J
EDGE DISTANCE
WOOD FRAMING .�{ 1/4" MAX
BY OTHERS 1 'SHIM SPACE
__. . . _
_._ .. -
MIN.
EXTERIOR EMBEDMENT
}
I INTERIOR
#8 WOOD
SCREW
7/16" MIN
EDGE.DISTANCE EXTERIOR
JAMB INSTALLATION DETAIL
'WOOD FRAMING OR 2X BUCK INSTALLATION
1/4° MAX NOTES:.
SHIM-,SPACE - - 1.INTERIOR- EJfTERIORFINISHES,BY OTHERS,
A - - — NOT SHOWN FOR CLARITY.
2.PERIMETERAND JOINT SEALANT SYOTHERS TO BE
7/16" MIN j DESIGNED IN ACCORDANCE WITHASTME2112
EDGE DISTANCE / 7<L
#8 WOOD- WOOD SIGNED:_07/1212016- -—
SCREW FRAMING _ --
1 1/4° MIN. _ BY OTHERS-------- MI WINDOWS AND DOORS \\\����IllrhIt It /
VERTICAL CROSS SECTION EMBEDMENT 6GRATZ, PA 50 17030E-0370WEST MRKETT N;S CENS 9i1i4�
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13/16" 2 3/16 � I 2 3/16
�� 1 5/16" 114,
FLANGE FRAME HEAD ' FINLESS FRAME HEAD 5/8
FLANGE FRAME JAMB FINLESS FRAME JAMB
CM-18501 CM-18503 CM-18553 CM-18513 1/8" ANN. 1/8" ANN.
ALUMINUM6063-T5.050'THICK ALUMINUM6063-T5.050'THICK ALUMINUM 6063-T5.050'THICK ALUMINUM6063-T5.050'THICK
1/8" ANN.
2 5/16" -I 2 5/16"--1 2 5/16"--I .090 PVB BY KURARAY
METAL REINFORCED
- BUTYL"SPACER'.
2 3/16,-, EXTERIOR
- - -- -- / -
3.3/8 -. -- - -2 13/1 ". -- - - 3-3/4" SILK
- -- - /Z" BTTE SEALANT
2 5/16" (v�
IL I SETTING BLOCK r
FLANGE FRAME SILL FINLESS FRAME SILL 11. GLAZING DETAIL A
CM-18602 CM-19554 FIN FRAtWE SILL FIN FRAME HEAD
ALUMINUM608345.03FTHICK ALUMINUM6053-75A55'THICK CM-18509 CM-18508
ALUMINUM 6063-T5.055'THICK ALUMINUM6063-T5.050'THICK
1 7/16" 2 3/B" 1/8`' ANN
-.I 1 5/8' H 1 1/8" 090,PVB BY KURARAY
2 / 2 3/16"
5 16" 14-�F
1/8" ANN
c
�I�1 3/4" J 2" Vt� EKTERIOR
INTERIOR
LAE 1/2" BITE SIUCONE
LOCK RAl(ISTILE SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB SEALANT -
CM-18505 CM-18555• CM-18504 _ —CM-18510- - --- -- - - -- --
ALUMINUM 6063-T5.062'THICK ALUMINUM6063-T5.050'THICK--- -- ALUMINUM 606375V55'THICK- ALUMINUM66M-T5.050'THICK SETTING BLOCK
- GLAZING DETAIL B
15/16" _ SIGNED:07/12/2016- -
- --- - ---(—� �! T— Msso IwDOW ESTa Kerb SDooRs Vt..L04////
GLAZING BEAD GLAZING BEAD SASH STILE GRATZ. PA 17030-0370
CM-i8535 CM-18521 CM-18507
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COMPONENTS
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COMPONENTS �0 TAT OF
DRAWN: DWC ND. REV �;�[ORV 6`C�
SCALE NTS ATE 12/09 14 08 s"ET94OF 9 A