HomeMy WebLinkAboutProduct Approval rionda Building Code Online ', �j Or�,- ) File yf 3 tt
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Product Anoroval Meng>Product or Application Search>Aopficati2n list>Application Detail j O6i's+4,.'�•�Ql
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_ 4 FL# FL17449-RI .
Application Type, Revision C
Code Version _ 2014. �'r
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)365-3300. Ext2560 .
bsitiinger@miwd.Com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com..
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M.Urich,PE.'
Tp. i :. Validation Checklist_Hardcopy Received "
Referenced Standard and Year(of Standard) Standard Year•
AAMA 506 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 07/19/2016
Date Validated 08/05/2016
Date Pending FBC Approval
Date Approved 08/05/2016
http/Jfloridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDgtCUGgvjQiz6BPhS0... 8/24/2016 .
Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name. Description
17499.1 1185 SH 52x72 Fin/Flange Frame IG/SG Impact Single-Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 Rl C CAC M1 Windows-185 SH (Fin)Impact
f 'Approved for use outside HVHZ:Yes (2).ndF
Impact Resistant:Yes FL17499 R1 C CAC M1 Windows-185 SH(Fin)Impact
Design Pressure:+55/-55 (3).Ldf
Other:R-PG55,Missile Level D,Wind Zone 3.Glass to be.. FL17499 R1 C CAC MI Windows- 18S SF (Flan a Imoact
bedded imPecora 896 sealant. (21.pdf
FI 17499 RI.0 CAC MI'Windows- 185 SH(Flange)lmpact
(5).odf
Quality.Assurance Contract Expiration Date
10/10/2018
Installation Instructions
FL17499 R1 Il 08-02544A.Pdf
Verified By:Luis R Lomas PE 62514
Created-by Independent Third Party:Yes
Evaluation Reports.
FL17499 R1 AE 513320A.Ddf
Created by Independent Third Party:Yes
17499.2 185 SH 52x84 Fn/Flange Frame IG/SG Single Hung
Limits.of Use Certification Agency Certificate
Approved for,use in HVHZ:No FL17499 R1 C CAC AP6�13 62)E1725.D1-109-47-R0 185
Approved for use outside HVHZ:Yes SH(FLG Waiver)5-8IG 1-SA 52 1-SX84 R60(100918).pdf
Impact Resistant:No FL17499 RI C CAC MI Windows- 185 SH(Fin)(10).pdf
Design Pressure:+60/-60 F(17499 R1 C CAC MI Windows- 185 SH(Fin)(9).pdf
Other:.R=PG55 FL17499 R1 C CAC MI Windows..-185 SH(Flange) (9Odf
e f Quality Assurance Contract Expiration Date
10/09/2018
Installation Instructions
FL17499 R1 1I 08-02546A.12df
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 Sli 36x64 FA/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
Approved for use outside HVHZ:Yes (4).Ldf
Impact Resistant:Yes FL17499 R1 C CAC MI Windows-185 SH(Fin)Impact(5)
Design Pressure:+55/-55 Done.odf
Other:R-PG55',Missile Level D,Wind Zone 3.Glass to be FL17499 R! C CAC MI Windows- 185 SH(Flange)Impact"
bedded in Pecora 896 sealant. (3).odf
FL17499 R1 C CAC ml Windows.- 18S SH(Flange)Impact
L1sL
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
F117499 R1 II 08-02545A.odf
Verified By: Luis R Lomas PE-62514
Created by independent Third Party:Yes
Evaluation Reports
FL17499 R1 AE 513321A.odf
Created by Independent Third Party:Yes
17499.4 185 SH 52x72 Fin/Flange Frame"IG/SG Single Hung Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 Rl C CAC AP C(133611E1726.D1-109-47-RO 185
Approved for use outside HVHZ:Yes SH(FLG waiyer).pdf
Impact Resistant:No FL17499-R1 C CAC MI Windows- 185. (Fin)(1 11 pdf
Design Pressure:+60/-60 FL17499-R1 C CAC MI Windows-185 SH(Fin)(12).odf
Other:R-PG60 FL17499 R1 C CAC MI Windows- I8S SH(Flannel
10 df
Quality Assurance Contract Expiration Date "
10/08/2018.
Installation Instructions
FL17499 R1 II 06-02549A.odf
Verified By:Luis R Lomas PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17499.R1 AE 513327A.j)d
Created by Independent Third Party:Yes
17499.5 185 SH 36x84 Fin/Flange Frame IG/Sd Single,Hung Laminated Glass
httpa/floridabuilding.org/pr/pr app_dtl.aspx?param=wG VXQwtt�gtCUGgvjQiz6BPhS0... 8/24/201.6
AAMA
(vardator�operations Administrator) C.ERTIFICA?'ION PR�JG.RAM
AUTHORIZATION FOR,PRODUCT CERT{F{CATION
,
e
MI Windows&Doors;.LLC
P.O.Box 370'
- °Gratz;PA: 17030
Attn 'Rick Savudey
The.product described below is hereby.approved for I�strng`:in the:next�ssue:of the AAMA Certified Products Directory 77ie.approval
isbased on successfuf 1.completion of tests,arad the,*orting to the Administrator..of the•results of;•tests,accompanied by related drawings;
by an AAMA Acaedit6q Laboratory.
1 The fisting below will be added to the next published AAMA Ceitified.Products Directory;
SPECIFICATION
RECORD OF-PRODUCT TESTED
AAMAIWDMAICSA 101/1,S 2►A440-08
R-PG60-1324x2134(02X84):7H
COMPANY AND'CODE CPO NO.: SERIES,MODEL&Pi�ODUCT MAXIMUM:SlZE TESTED
DESCRIPTION:.
MI Wmdouis&Doors,LLC<. 985 SH:(PLANGE)` FRAME SASH
Code:M I'L 13263 (AL)(OIX)(OG)' 1324 mm x 2134 mm M5 mm x.9114 mm
2 This Certification will expire OGtober.9,2018 and requiresvalidation until then,by continued listing in the current AAMA Certified
Products Directory
3.,Product Tested and;Reportedly: Architectural Testing,Inc
Report iVo:: E1725.01 109-47
Date.of Report October 29;2014.
V atidated for Certification
A oci ted Laboratories,Inc.
Date October 31,2014. ,. Authonzed,for Certification
Cc MMA
ACP-04-(Rev: 1111) Amen Architectural Manufacturers Association.
i - •
(valilator/,Operaeons Administrator) CERTIFICATION PROGRAM
AUTHORIZATION FOR-PRODUCT CERTIFICATION
' Mlwhdows 8,Doors,UC
P.O,Box 370
Gratz;.PA'.11030
A.
'Rick'Sawdey
W.
The,protluct described below is hereby approved for fisting in the next issue of the AAMA Certified'Products Directory.. The.approval
is.based on successful.completion,of tests,and the reporting to the Administrator of the results of tests,accompanied by related drawings,
by an AAMA Accredited:Laboratory::::
1:The listing belowVnll be added to the next published AAMA Certified Products Directory : -
SPECIFICATION
RECO
RD _PRODUCT TESTED.
AAMAIWDMA/CSA 101/1:S.2fA440-08
R PG60-1324x2134(52x84)-!i .:.
'SERIES MODEL`&PRODU,CT
COMPANY.AND CODE CPD NO;, MAXIMUM SIZE TESTED
DESCRIPTION„
Mf tNridows. Doors,LLC 185 SH(FIN) 'FRAME SASH
Code::MTL . .13265. . (AL)(O1X)(OG)(INS GL) 13?A mnn x:M34 mm '1295 mm x,914 mm
(ASTM) (4,4»x (4;3„x 3,0„) .
2.This Ce[tification will expire October. 2018 and requires validation until then by continued listing in the current AAMA_Certified
Products Directory:
3.Product Tested and Reported by ,Architeetural Testing,Inc
Report No.: E17.30.01-109747`
Date of Report October 29,2014',.
Validated for-Certification
A oa tad Laboratones,
Date; October 31,2014. Authorized for;Certification
Cc AAIVIA ;=C�
JGS... :
ACP-04 :(Rev 1/11): Amen` ArchitecturalManufacturersAssociation-
' RE15570�5
REV DE5111IP'OV DA'E APPROVED
A RE1rlSED ANCHOR SPACING k CHARTS 07/11/2016 RL..
NOTES: 15. FOR ANCHORING T-TROUGH FRAM`c INTO WOOD FRAMING OR 2X BUCK USE �10 111000
1. THE PRODUCT SHOWN HEREIN �S' DESIGNED AND MANUFACTURED TO COMPLY WITH
REOUIREt/ENTS OF THE FLORIDA BUILDING COD=. SCREWS WITH SUFFICIENT LEIIGTH TO ACHIEVE A 1 1J4" \11N:MU61 EMBEDMENT IN70
SUBSTRATE, LOCATE ANCHORS AS SHOP N IN ELEVATIONS AND INSTALLATION DETAILS.
WOOD FRAMING AND MASONRY OPENING BE DESIGNED AND ANCHORED T PROPERLY SUBSTRATE,
FOR ANOHORING,TIR000N FRAME INTO'M.ASONRY/CONCRETE USE 3/16" TAPCONS WITH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS 7 THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER'Or RECORD, SUFFICIENT LENGTH TO ACHIEVE A 1 /4"MINIMUM EMBEDMEN, INTO SUBS-+RATE 11'ITH 2
3. 1X HUCK OVER MASONRY/CONCRETE IS OPTIONAL; 1/2"'MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN.IN ELEVATIONS AND
4. �'+'HERE Sk'iM_OR 6L'CK THICKPESS IS LESS THAN 1-•1/2" WLV0OIV UPIi7S MUST BE INSTALLATION DETAILS.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED. 17, FOR ANCHORING THROUGH FRAM_' INTO METAL STRUCTURE USE #10 EMS DR SELF
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS V.ITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MNIMUM. BEYOND
MASONRY, CONCRETE OR OTHER, STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AVp INSTALLATION
5. WHERE WOOF BUCK THICKNESS IS 1-1/2" OR GREATER, SUCK SHALL BE SECURELY' DETAILS.
FASTENED TO MASONRY, CONCRETE OR OTHER.STRUCTURAL SUBSTRATE. WINDOW UNITS MAY. 13. ALL FASTENERS'70 BE CORROSION RESISTANT.
6= ANCHORED THROUGH FRAME TO.SECURED WOOD BUCK IN ACCORDANCE WITH' 19. IN57AL!AT(ON ANCHORS SHALL BE 'INSTALLED tN ACCORDANCE `JJITH-ANCHOR
MANUFACTURER',. PUBLISHED INSTALLATION INSTRUCTIONS, MANUFACTURER'S`INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED iN
6. WHERE 1X BUCK IS NOT JSED DISSIMILAR MATERIALS MUST BE SEPARATED V,'ITH APPROVED SUBSTRATES WITH STRENGTHS LESS THAN.TH= MINIMUM, STRENGTH SPECIFIED B=LOV1:
COATING OR MEMBRANE, SELECT[ OF COATING OR MEMBRANE lS TEE RESPONS16RITY.GF A. 1VOOD: MINIMUM SPECIFIC GRAVITY OF G=0:42
H..CONCRETE: 1MINI GUM COMPRESSIVE STRENGTH OF 2.000 PSI.
THE ARCHITECT OR ENGINEER OF: RECORD, C. MASONRY: OLLOIV/FILLED BLOCK PER ASTki C90 WI-H Fm=2,000PSI MNIVUM.
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 U=3OKSI .048" THICK MINIMUM
S. FOR FIN NVSTALLATION SHIM, AS NEEDED. FOR,FRAME INSTALLAT',ON SHIM AS REOUIRED.AT
EACH ANCHOR LOCATION 1t'I7H COAD'BE"ARING SHIM. SHIM WHERE SPACE OF 1/16°.OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK.TO BE 1/4".
9, SH MS 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 HE GLAZED PER ASTM E1300<04/09, SEE SHEET 14 FOR GLASS DETAILS:"
13. APPROVED IMPACT PROTECTIVE SYSTEM 1S.R_OUIRED'FOR THIS PRODL.1C1 IN WIND BORNE
DEBRIS REGIONS,
14. FOR ANCHCRING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS
W17H SUF71CIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS".
SIGNED:0711212016
MI WINDOWS AND DOORS i��
650 WEST MARKET STREET �� �5 Vt. LO�yj�/��
GRATZ, PA 17030-0370
TABLE OF CONTENTS GEM�
SHEET N0. DESCRIPTION SERIES 185 ALUMINUM SINGLE HUNG WINDOW
1 j I40TES 52"X84'.' NON-IMPACT
NOTES TATE OF tpc�
O'..
2 - 4 ELEVATIOt45 ORAW11; rvrc 1+0. ev ��F 'c[ORIOQ;•
5 14
.13 INSTAL!COMPONENTS i5 TION DETAILS SCALE NTS DATE 12/09/•14 D8 s0 E51 60F 14 A /'/;SS�0NAL}0\\N\
+ u
52" MAX FRAME WIDTH REVSIONS
52" MAX FRAME WIDTH
REV DESCRIPTION DATE APPROVED
MAX O.C.
2" MAX (I—�I 16 2" MAX 2" MAX 16"
I I � MAX O.C. I 2° MAX A REVISED ANCHOR SPACING & CHARTS 07/11/2D16 R.L.
;I fA2L
/ 2
CHART#1 UNITS INSTALLED WITHOUT FILLERS
16" 16"
MAX MAX Number of anchor locations required.
O.C. O.C. Frame Frame Width(In)
.. // T O / _ Wight(in) 18.00 1 2G00 30.00 1, 3a00 42.00 .48.00 62.00
/ t / HoadJamb Haad Jamb Head Jamb Head Jamb Head Jamb Hoad Jamb Hood Jemb .
24.00 2' 3 3 3 '3 3 3 3 -4 3 4 - 3. 4' 3
MAX54" 84" / 20.00 2 3 3 3 3 3 3 3 4 3 4" 3 4 3
AX MAX 36.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3
FRAME FRAME 42.00 2 4 3 4 3 a 3 a —4 —4 4 4 4 4
HEIGHT ' HEIGHT / 48.00 2 4 3 a 3 4 3 4 4 a 4. 4 4 4
-64A0 2 5 3 5 3 5 3 5 4 5. 4.. 5 4 8
'60.00� 2 - 6 3 ", 6. 3 5 4 6 4 5 4. -$
00.00 2 5 3 5 3 5 3' 5 4 5 4 5 4 - 5
72.00 2 6 3 6 3 6 - 3 6 4 6 4' 8 4 6
IL.JI lul 78.00 2 6 3 8 3 6 3 8 4 8 4 6 5 6
84,00 2 8 3 6 3 8 -3 a 4 6 4 7 5 7
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW DESIGNER EXTERIOR VIEW
FLANGE B FINLESS INSTALLATION FLANGE&FINLESS INSTALLATION
WITHOUT FILLERS WITHOUT FILLERS
SEE CHART#I FOR SMALLER UNITS REQUIRED ANCHORS' SEECHART M1 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN'PRESSURE RATING IMPACT RATING
t60.OPSF NONE
SIGNED:07/12/20i6
NOTES: MI WINDOWS AND DOORS \���1nulu/�/�
T MAXIMUM SASH SIZE: 51" X 36". 650 GRA�Z,SPA MARKET
030 0370STREET. ���J.��OENS��.//�,�'�
2 UAXIMUM SASH D.L.O.. 47 5/8' X 32 1/2". 9
3: MAXIMUM FIXED D,L.O.s9 1/4"_X 45". SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• p,,(FOF
52"XB4" NON—IMPACT '— ( _
FLANGE. & FINLESS ELEVATIONS •• TAT rL�
HARDWARESCHEDULE DRAWN; D'NG NO. REv ���¢`•"�OR10Q;•
B. 12)BLOCK ANDTACKKLEBALANCA.1(2)IvETAL SWEEP LOCK AT 8" EAT AMBSM EACH NDINTERIORMEETINGRAIL N.G. DArE D 08-502546 A' �OMpt`
NTS 1'2/09/14 2 OF 14
r �
52" MAX FRAME WIDTH REVISIONS
52" MAX FRAME WIDTH
REV DESCRIPTION DATE APPROVED
2" MAX 16" MAX 2" MAX 2"' MAX 16" MAX F
�� O.C. O,C, 2" MAX A REVIS_D ANCHOR SPACING k CHARTS 07/11/2016 R.L.
2„
MAX O / VAX ® j CHART#2 UNITS INSTALLED WITH FILLERS
O.C.
64 / -Number of anchor locations requlrad
84" T From
FramO Wltlth(In)'
Wight 11. 18.00 24.00 30.00 30.00 42.00 48.00 62.00
MAX MAX Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb
FRAME FRAME HEIGHT HEIGHT 21,00 2 3 3 3 3 7 s 3 a 3 a 3 a 3
/ 30.00 2- .3 3 3 3 3 3 3 4 3 4 3 4 3
30.00 2 3 3. '3 3 3, 3 3 4 3 4 3 4 .3
,42.00 . 2 - 4'- 3- 14 3. 4 3 4 4. 4 4 - 4. 4 4
7 .00 - 2 .. 4 3 4 +3 4 3 4 :4 4 4.
54 4 4 4.
'7ILIfl" L�lulrl 54A0 2 5 3 5 3 5 3 5 4 5 4 6 4 5.
60.00 2 - 5 3 5 3 5 3 5 4 5 4 5 4 .5
66.00 2 5 3 5 3 15 3. 5 4 5 4 5 45
M.00 2 3 6 3 B 3 4 6 4 6 4
B 4 8 4 5
84.00 2 6. 3 6 3 5 3 1 8 1 4 6 4 6 4 .6
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW DESIGNER EXTERIOR VIEW
FLANGE&FINLESS INSTALLATION FLANGE&FINLESS INSTALLATION
WITH FILLERS WITH FILLERS
SEE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART rig FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
160.0PSF NONE
SIGNED:0711212016
NOTES: MI WINDOWS'AND DOORSMAXIMUM SASH ���I►11111rr//�
2, MAXIMUM SASH DILO.:'47 5/8 X 32 1/2". 6GR WESPA 17030,0370RKET T C'�CEN.O'�9Si��
GRATZ �� .• .�. F•.
3. _'MAXIMUM FIXED D:L:O.:;49 1/4" X:45 SERIES 185 ALUMINUM SINGLE HUNG WINDOW „��*• 061 *:
X84" IMPACT ` 5 ,W:
FLANGE GE & FINLESSLESS ELEVATIONS ��0• TAT OF
HARDWARESCHEDULE DRAWN: DING NO JR—EVj'°F•.�CQRIaR:L(2)BLOCK
LSWEEP LOCK AT8"FROM EACH END INTERIOR MEETING RAIL N.G. 08-02546 sS
ANDSACKLEBALANCEATJAMBS SCALE NTS DATE 12/09/14 ISHEET3 OF 14
Allk
r n
52" MAX FRAME WIDTH 52" MAX FRAME WIDTHREViSONS
---
REV DESCRiKO!1 DATE APPROVED
2" MAX 10° 2" MAX 2" MAX 10
.� MAX ;O,C. ~I I MAX O.C. 2" MAX; A Rc/iS_p ANCHOR SPACING 8c CHARTS 07/11/2016 R.L.
IIi
l o" MAx ® 10 Max ® CHART#3
'T� / Number of anchor location&required
84" 1 / Frame Frame Width(in)
84 Height(In) 18.00. 24.00 30.00 36.00 42.00 46.00 52.00
VAX MAX H d S Jamb H d S Jamb H d S Jamb HIS Jamb H d S Jamb HIS Jamb HIS Jamb
FRAME FRAME 94.00 3 3 .3 3 4 3 6 3 5 3 6 3 6 3
HEIGHT HEIGHT / 30.00 3 4. 3 4 4 4 5 4 5 4, 6 4 6 4
70.00 3 5 3 5 4 5 6 6 5 5 8 .5 6 6,
.42.00 3 5,' 3 5, 4 6 '.5 5 6 5 6 5 8` -Q8 6;
. .00 3 8 `3. 6 4 6 - 5 6 5 6 6 6 6 8;
54.00 3 6 3 8 4 6 5 8 5 .6 6 . 8 6 8.
60.00 3 7 - 3 7 4 7 5 7 5 -7 6 7 6 7
66.00 3 8 3 6 4 8 5 8 5 8 6 8 6 8
72.00 3 tl 3 8 4 a 5 6 5 8 6 8 6 B
8.00 3 1 9 3 9 4 B 5 9 5 9 1 8 9 8 9
94.00 3' 1 9 1 3 .1 B 1 4 B 5 1 9 1 5 9 1 8 9 1 6 9'
47
185 ALUMINUM SINGLE HUNG WINDOW. 185 ALUMINUM.SINGLE HUNG WINDOW
EXTERIOR VIEW DESIGNER EXTERIOR VIEW
FIN INSTALLATION FIN INSTALLATION
SEE CHART#3 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART#3 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
±60.'OPSF NONE
SIGNED:0711212016
MAXIMUM SASH SIZE: 51" X 36". M650 IW TDOORS EST MARKET STREET
1. \\\\\\S> II o
2. MAXIMUM SASH D.L.O.: 47 5/8',X 32:1"/2 —
3: .MAXIMUM. FIXED
,0.L0.::49 1/4" X 45 SERIES 18 WI `fir
GRATZ, PA 17030 0370
SER 5 ALUMINUM SINGLE HUNG WINDOW g 51 *=
52"X84" NON-IMPACT r �=
FIN ELEVATION �q1.� TAT OF �^
HARDWARE SCHEDULE DRAWN: DWO NO. REv �O' 'FCORIDQ:-0254
•\���`
A. Z MEfALSWEEPLOCKAT8"FROMEACHENDINTERIORMEETINGRAII: - scA�E NTS °ATE T2/09/14 08EET46
B. BLOCK
0F 14
Z
� n
1/2" MIN REWSONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
WOOD FRAMING 3/4" MIN p REVISED OR ANCHOR SPADING & CHAR7S 07/11/2016 R.L.
BUCK EDGE DISTANCE
BY OTHERS 1 1/4„ Ml,\l BY OTHERS METAL 1 1/4" MIN: 1/4"MAX./4" MAX.
EMBEDMENT STRUCTURE EMBEDMENT. SHIM SPACE
1
SHIM SPACE
BACKER ROD 1/4" MAX. -L 1/2' INTERIOR
& APPROVEDMIN
SEALANT SHIM SPACE APPROVED EDGE
SEALANT DISTANCE
#10 WOOD SCREI'! #10 WOOD—
SCREW
#10 SMS OR
SELF DRILLING WOOD FRAMING
SCREW OR 2X BUCK EXTERIOR
BY OTHERS BAC ER ROD
&•APPROVED
SEALANT
JAMB INSTALLATION DETAIL
��_ I rl�L� INTERIOR
WOOD FRAMING OR 2X BUCK INSTALLATION
I
EXTERIOR — INTERIOR 1/4" MAX.
SHIM SPACE
EXTERIOR I
#10 SMS OR INTERIOR
SELF DRILLING
SCREWS
SILL TO BE SET
IN A BED OF 3/4"
APPROVED MIN.
SILL TO BE SET
STRUCTURAL, IN.A BED OF EDGE
BACKER ROD SEALANT- I APPROVED DIST�NCE
& APPROVED STRUCTURAL 1 EXTERIOR
SEALANT 1/4" MAX. BACKER ROD SEALANT METAL
SHIM SPACE & APPROVED STRUCTURE BACKER ROD
WOOD FRAMING SEALANT r 1/4" MAX. 9Y OTHERS & APPROVED
OR 2X BUCK � --L SHIM SPACE SEALANT
BY OTHERS METAL
STRUCTURE JAMB INSTALLATION DETAIL-
BY OTHERS METAL STRUCTURE INSTALLATION
SIGNED:0711212016
VERTICAL CROSS SECTION
WOOD FRAMING OR2X BUCK INSTALLATION. VERTICAL CROSS SECTION MI WINDOWS AND DOORS \\\\y1R111L/0MARKE2��i/
STREE
METAL STRUCTURE INSTALLATION B50
GRATZ,SPA 17030 0370T EN '�9/���
' .. S i
NOTES: SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• 0 6
1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS,
52'X84' NON-IMPACT
NOT SHOWN FOR CLARITY- FLANGE INSTALLATION DETAILS WITHOUT FILLERS , c
��; STATE OF
r
2.PERIMETER AND JOINT SEALANT BY OTHERS TO 8E DRAWN; Dwc No. REv �'c�''�<0 RIOQ:•\'a��
DESIGNED INACCORDANCE WITHASTM E2112 N.G. 08-02546 A NA�:E�G\\��
SCALE NTS DATE 12/09/14 -rET5 OF .14 �TIII1111110
t w
I, P
2 1/2" MIN. REwSbus
EDGE DISTANCE REv oEscmanoa DATE aaaRovEo
CONCRETE/MASONRY ° A REVISED ANCHOR SPACING & CHARTS 1 07/11/2016 R.L.
BY OTHERS "� a
' e .
OPTIONAL 1 X BUCK ` ° °4' ° c, i 1/4" MIN.
SEE NOTES 3 — 7 EMBEDMENT 1 1/4" MIN.
SHEET 1 —� EMBEDMENT
CONCRETE/MASONRY �I 1/4" MAX.
1/4" MAX. BY OTHERS SHIM SPACE
BACKER ROD,. SHIM SPACE
& APPROVED,
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4
3/16" TAPCON 3/1 G° TAPCON oa
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EXTERIOR INTERIOR °
2 I/2„
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DISTANCE °
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SEE NOTES 3 7
SHEET 1
SILL TO BE SET JAMB INSTALLATION DETAIL
BACKER ROD IN A BED OF CONCRETE/MASONRY.INSTALLA77ON
& APPROVED APPROVED
SEALANT STRUCTURAL
SEALANT
OPTIONAL 1X BUCK 1/4" MAX. NOTES:
SEE NOTE 3 — 7 1.INTERIOR AND EXTERIOR FINISHES.BYOTHERS,
F. SHIN SPACE
SHEET 1 NOT SHOWN FOR CLARITY:;',
a PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
CONCRETE/MASONRY
BY OTHERS ° a °, a .< a SIGNED;07/12/2016
M65o WINDOWEST S
AND DOORS `\\`\\y 1R I ILO
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- SCALE GATE OB SOEES46' A' ////S��NALt�;\\��\
NTS � . 12 09/14. 6 OF 14
1/2" MIN REVISIONS
EDGE .DISTANCE
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WOOD FRAMING 3/4 MIN A REVISED ANCHOR SPACING& CHARTS 1 07/11/2016 R.L.
OR 2X BUCK EDGE DISTANCE
BY OTHERS 1 1/4 MIN,. METAL 1 1/4 MIN.. L _ 1/4" MAX.
EMBEDMENT STRUCTURE EMBEDMENT SHIM.SPACE
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r r � SHIM SPACE
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#10 1400D
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JAMB INSTALLATION DETAIL
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INTERIOR
INTERIOR METAL 1/4" VAX.
EXTERIOR BYROTHERS
SPACE
SHIM SPA
EXTERIOR
# O SMS OR INTERIOR
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IN A BED OF MIN.
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IN.`A BED OFEDGE
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BACKER ROD SEALANT �) APPROVED 1 _
& APPROVED ( STRUCTURAL EXTERIOR
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WOOD FRAMING SHIM SPACE APPROVED
---j•
OR 2X BUCK SEALANT
BY OTHERS METAL
sTRucruRE� JAMB INSTALLATION DETAIL
BY OTHERS METAL STRUCTURE INSTALLATION
SIGNED:0711212016
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS lllllllflJJJ
MEERT LICAL ROEINSTALLATSS ION ON 650 WEST MARKET STREET `��\J\5 R LD�9i��
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NOTES: SERIES 185 ALUMINUM SINGLE HUNG WINDOW *'• �'•I0„�25�1I =
i.INTERIORAND EXTERIOR FINISHES,BYOTHERS, 52"X84 NON—IMPACT E
NOT SHOWN FOR CLARITY. FLANGE INSTALLATION DETAILS WITH FILLERS TA7 Of
2.PERIMETER ANDJOINT SEALANT BY OTHERS TO BE oRnrrN; cwc No. JA
�'n••�(
DESIGNED IN ACCORDANCE WITH ASTM E2112 F •,0 RlD.'\
SGLLE on7E 08-502546 ���Y61-. 11�C�G�\\
NTS 12/09 14 7 OF 14
{may 2 1/2" MIN. REYsioNs
EDGE DISTANCE R v DESCRIPTION DATE APPROVED
CONCRETE/MASONRY , A REVISED ANCHOR SPACING & CHARTS 07/1 1/20 1 61 R.L.
BY OTHERS
OPTIONAL 1X BUCK ° ° .° •°' 1 1/4" MIN.
SEE NOTES 3 — 7 ° EMBEDMENT 1 1/4" MIN.
SHEET 1 I EMBEDMENT
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v
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SHIM SPACE
Il . °
o" INTERIOR
a _
EXTERIOR INTERIOR 2 1/2„MIN. —
EDGE v
DISTANCE 6 .
EXTERIOR
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RIGID & APPROVED
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SILL TO BE SET JAMB INSTALLATION DETAIL
BACKER ROD IN.A BED OF CONCRETE7MASONRYINSTALLATION
& APPROVED APPROVED
STRUCTURAL
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OPTIONAL 1 X BUCK J NOTES:
SEE NOTE 3.— 7 1/4" MAX. 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS,
SHEET. 1 {—,SHIM SPACE NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
CONCRETE/MASONRY ° a BY OTHERS '° ° SIGNED,07112/2016
°•
MI WINDOWS AND DOORS ���tllllrlli
650 WEST MARKET STREET \\\`\S R LO�f���i
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��
CONCRETEIMASONRY INSTALLATION DRAWN; DWG NO. REv ��'�F•'c�ORID?•\�'���
. E DATE G. 08702546
46 A ��pss�ONA 11�%G\\\
NTS 12/09/14 8 OF 14
1/2 MIN R vraous
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REV DESORIPnDN DATE APPROVED
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OR 2X BUCK EDGE DISTANCE
BY OTHERSMETAL
STRUCTURE' I 1 1/4" MIN. 1/4" MAX.
BY OTHERS 1/4" MAX. EMBEDMENT SHIM SPACE
SHIM SPACE
BacKER ROD 2 INTERIOR
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#10 SMS OR IJ10 WOODol
EXTERIOR SELF DRILLING SCREW
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_ SCREW WOOD FRAMING
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SHIM SPACE
�. n10 SMS OR INTERIOR
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& APPROVED BACKER ROD SEALANT
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WOOD FRAMING —� S 1/4" MAX.HIM SPACE STRUCTURE & APPROVED
OR 2X BUCK BY OTHERS SEALANT
BY OTHERS METAL
STRUCTURE JAMB INSTALLATION DETAIL
BY OTHERS METAL STRUCTURE INSTALLATION
VERTICAL CROSS SECTION SIGNED.0711212016
WOOD FRAMING OR 2X SUCK INSTALLATION MI WINDOWS AND DOORS
VERTICAL CROSS SECTION 650 WEST MARKET STREET y\\�J�S VI, L 0q/ice
METAL STRUCTUREIN$TALLATION GRAT Z, PA 17030-0370
NOTES: SERIES 185 ALUMINUM SINGLE HUNG WINDOW *� 0,.6261
I.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, p y�i f =
52"X8a" NON—IMPACT —'
NOT SHOWN FORCLARlTY FINLESS INSTALLATION DETAILS WITHOUT FILLERS �� TAT OF •eve
DESIGNED INACCORDZ PERIMETER AND ITSffALANrsy ANCEWITHASTME2EPSTOBE DRAWIC D.Vc uo. REv j/ Q(j\VA \A��
SCALE DAZE 08 50 2546 A // '��NA;`��1XX�\
NTS '12109/14 9 OF 14
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,CONCRETE/MASONRY - A .I REVISED ANCHOR SPACING & CHARTS 1 07/11/2016 R.L.
'BY OTHERS °° a °
3333 °a a 1 1/4" MIN',-
OPTIONAL.IX BUCK' .EMBEDMENT'.
SEE NOTES 3 —, 7 . "d 1 1/4" MIN.
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n BY OTHERS X BUCK
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3 7 ..
SEALANT -
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o.
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MIN
EDGE
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& APPROVED
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' slt L TO BE`SET JAMB INSTALLATION DETAIL
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& APPROVED STRUCTURAL
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OPTIONAL I BUCK 1/4 MAX. NOTES:
SEE NOTE 3 — .7 1.INTERIOR AND EXTERIOR FINISHES,.BYOTHERS,
SHIM SPACE
SHEET:1
NOT SHOWN FOR:CLARITY..:.
2 PER
IMETER AND JOINT SEALANT BY OTHERS TO Be
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SCALE NTS. pAIE A V09/14 SHEET 10. OF 14 /�//�/OM111 AL1A\`\\\
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OR 2X BUCK I I EDGE DISTACE
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METALSTAUCTUREINSTALLATION GRATZ; PA 17030 0370 E
NOTES.. SERIES 185 ALUMINUM SINGLE_HUNG.WINDOW *'' 0,,67261
I.WTERIORANDEXTERIORFINISHES,BYO.THERS, 52"X84 NON—IMPACT �`
FINLESS INSTALLATION DETAILS WITH FILLERS ��, TAT OF
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i
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a
• °e 1 1/4 .11N
OPTIONAL 1 X BUCK • e a-
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. - - 1 T
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-
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2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
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° < ° •e ° d MI WNDOW;S. AND.DOORS ��\�t�1n•llrritiil7
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I F SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
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2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
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MIN
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7/16
:EDGE DISTANCE..
#8 WOOD WOOD SIGNED:07/i2/POi6
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scLE DAr_ 08 0246 A
NTS . 12/09/14 14'OF. 14