HomeMy WebLinkAboutProduct Approval LRE—CEVED
2018, Permitting
M IAM I-RADE
-DADE COUNTY
PRODUCT CONI ROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208
AFFAIRS(PERA) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/nera
MI Windows and Doors,Inc.
650 West Market Street
Gratz,PA 17030
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perforin in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series"185MD"Aluminum Single Hung Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. 08-01489,titled"Series 185MD Single Hung Aluminum
Window(52"04")",sheets I through 13 of 13,dated 02/14/12,with revision A dated 05/21/12,prepared by
manufacturer,signed and sealed by Luis R. Lomas, P.E., bearing the Miami-Dade County Product Control
Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 and evidence page F,-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
MIAMFDADE COUNTY
NOA No. 12-0306.02
Expiration Date: July 12,2017
,Z Approval Date: July 12,2012
Page 1
MI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 08-01489,titled"Series 185MD Single Hung Aluminum Window
(52"04")" sheets 1 through 13 of 13, dated 02/14/12,with revision A dated 05/21/12,
prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94
along with marked-up drawings and installation diagrain of a single hung window,
prepared by Architectural, Inc. Test Report No. ATI-111762.01-109-18, dated
09/15/11, with revision 2 dated 05/08/12, all signed and sealed by Michael D.
Stremmel, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis complying with FBC-2010,
dated 02/15/12, prepared, signed and sealed by Luis R. Lomas, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 08-0206.01 issued to Solutia, Inc. for their "Saflex HP
Glass Interlayer" dated 04/17/08,expiring on 04/14/13.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010, and of no financial
interest, dated February 15,2012, signed and sealed by Luis R. Lomas,P.E.
2., Laboratory Compliance Letter, issued by Architectural Testing, Inc. for Test Report
No. ATI-B1762.01-109-18, dated 09/28/11, signed and sealed by Michael D.
Stremmcl, P.E.
G. OTHER
1. None.
Manuel P ez, .E.
Product Control Exa finer
NOA No. 1 - 06.02
Expiration Date: July 12,2017
Approval Date: July 12,2012
E- 1
Inv OESCMYIr)„ DVE AIMO�
A REM O ELEVATIONS MID DETAILS OS/2I/IZ R.l
NOTES:
1) THE PRODUCT SHOWN HERE IN IS DESIGNED AND MANUFACTURED TO COMPLY
WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE INHZ.
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) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRE@ FOR THIS PRODUCT IN
WIND BORNE DEBRIS REGIONS.
4) UNITS MUST BE GLAZED PER ASTM E13DO-04.SEE SHEET 2 FOR APPROVED
GLAZING TYPES.
5) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE
PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR
WOOD ANCHOR CALCULATIONS.
6) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK,THROUGH FRAME USE /10
WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/8'MINIMUM
EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATION AND
INSTALLATION DETAILS.
7) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK, THROUGH NAILING FIN USE
/6 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM
EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATION AND
INSTALLATION DETAILS.
8) FOR ANCHORING INTO MASONRY/CONCRETE AT USE 3/16"RW TAPCONS OF
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE
LOCATE ANCHORS AS SHOWN IN ELEVATION AND INSTALLATION DETAILS.
9) ALA. FASTENERS TO BE CORROSION RESISTANT.
10)INSTALLATIONANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURERINSTALLATION INSTRUCTIONS.AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPECIFIED BELOW:
A.WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR
GREATER).
11) FRAME AND SASH MATERIAL TO BE ALUMINUM 6063-T5,
123
APPROVED CONFIGURATIONS:ORIEL AND EQUAL UNITS.
13) MAXIMUM D.L.O.• 46 1/4'x 34 3/4'AND 47 5/8'x 32 1/2'
TABLE OF CONTENTS MI WINDOWS AND DOORS
SHEET NO. _ DESCRIPTION Appro.dr 650 WEST MARKET STREET 1
I NOTES I rrAlti4"WW GRANTZ, PA 17030-0370
n.. �ItYdI. .h
2 - 3 ELEVATIONS no.u'jjrsSERIES 185M0 SINGLE HUNG ALUMINUM WINDOW ' 4,1/1 %?i.
Mu.R.h�L�6.La.Xq�.r�Q 52' X 74' V 1
4 - 5 CROSS SECTIONS ITC V ELEVATIONS AND NOTES
6 — 8 INSTALLATION DETAILS
oR�.+. °�MQ �v LoIfl7as.1SfE.
9 COMPONENTS V.L. 05-01489 A yI'l.114 .:�62514
t0 - II I CORNER CONSTRUCTION DETAILS Sr;X[NTS —02/14/2012 1-1 OF 13 "'
RLMSgMS
52 1/2"MAX FRAME WIDTH REV xxavnw wTL 4fiRDV[0
A REVISED ELEVATIONS AND DETAILS 05/21/12 R.L
2'MAX ----{-6' MAX 0-C. A -- 2"MAX --.-_-
MAX
2•
---52 1/2'MAX FRAME WITH
-� 2'MAX r 6 MAX DGA 2'MAX
7 Y
MAX
MAX OZ.LOCK
MAX
--- —T e•
(INTERIOR) j j D.C.
7' 7'
LOCK
_ 4'MAX 74" (INTERIOR)
CLUSTER 4'MAX FRAME 62"
ANCHOR
$ HEIGHT7• 7• MAX
AT MEETING _ FRAME
RAIL 4"MAX 1 HEIGHT
CLUSTER
CLUSTER 4'MAX
ANCH
AT MEETING ANCHORS
D RAIL AT MEETING j
j RAIL j CLUSTER
HORS
ATOMEETING
RAIL
w_4"MAX J A - 2'
7 MAX
185MD SINGLE HUNG FIN FRAME 185MD SINGLE HUNG FIN FRAME
EOUAL LITE EXTERIOR VIEW ORIEL 01 rERIOR VIEW
DESIGN PRESSURE RATMG IMPACT MTING
.so.ass.7FSFLARGEANDSMALL
MISSAE IMPACT NOTE
MISSILE LEVEL D.WbVD ZONE 4 AND HVHZ ORIEL FIXED LITE MAY NOT EXCEED MAX D.L-O OF
EQUAL UTE(46 1/4-X 34 3N7
MI WINDOWS AND DOORS
AVP...t�4.�ogWwW1Y 650 WEST MARKET STREET
C� GRANTZ. PA 17030-0370
D"W L �I SERIES 165MD SINGLE HUNG ALUMINUM WINDOW
MV ID. M g�M1A 52' X 74'
ELEVATIONS AND NOTES
YY_�S�Qa V
L . �. LYIf'II.
LDI(1M (I.E.
V.L. 08-01469 A ''FL 6;514!
wLc NTS °ATE 02/14/2012 —T 2 OF 13
AE�p6
52 1/2'MAX FRAME WIDTH21, -
RV pESCAIAMN ...pSE APPg1Ym
5"MAX MAX 5"MAX A REVISED EIEVATIDNS AND DETAILS 09/41/12 R.L
D.C. I I
I_ 52 1/2-MAX FRAMF WIDTH
_—_ 5'TMAX 20"
--Z 5'MAXMAX 5"MAX
j O.C.
14"
MAX O.C.
LOCK CLUSTER -_- 5"MAX
(INTERIOR) 7" ANCHORS
AT MEETING
RAIL 14"
MAX C:�
O.C. CLUSTER
4"MAX 1 LOCK ANCHORS
4"NA% 74' (INTERIOR) jAT MEETING
-- — MAX T TRAL
4'MAX FRAME
CLUSTER HEIGHT 62'
ANCHORS j RAXaT MEETING FRAME
RAL _ AX HEIGHT
10 1/2"MAX O.C.
y CLUSTER
--iF ANCHORS
T MEETING / —f
j 10 1/2-MAX O.C. RAIL / 10 1/2'
_ I O.0
5"MAX 5'MAX
B
185MD SINGLE HUNG FLANGE AND FINLESS FRAME 185MD SINGLE HUNG FLANGE AND FINLESS FRAME
EQUAL LITE EXTERIOR VIEW ORIEL EXTERIOR VIEW ---
DESIONPRESSURERATMO I A4PACTRATRWf
+60.0.0.7PSF "ROE ANO SMALL
MISSILE NWPACT NOTE'
ORIEL
'LITE MAY NOT EXCEED MAX D.L.O
MISSILE LEVEL O,WIND ZONE 4 AND HVHZ OF EOUAL LITE(46 1/4"X 34 3/4')
MI WINDOWS AND DOORS
Ao�+4raayiy4L wYY�
650 WEST MARKET STREET
ore a.w,,.0�y 12 CRANTZ, PA 17030-0370 ..'
NDA/ 7G SERIES 185MD SINGLE HUNG
52" X 74ALUMINUM WINDOW
°d'�^prnn(gA�y./F�7 "
oN/12gu� V ELEVATIONS AND GLAZING DETAILS F
oAANx: as No. Rn
V.L. 06-01489 A L•u Fl,J'.ot 25. P:'E.
'FLiMQ.>:62S11t
xA�E NTS °`TE 02/14/2012 —3 OF 13
PARTS UST -- fTN-L7
NO. PARI NUMBER DESCRIPTION MANUFACTURER MATERIAL "�' ° pP1O1CM-18507SASH STU M METALS 6063-ISREVISED ELEVATIONS AN0 -- 05/71/1Till.L ._-
2 CM-18513 FINLESS FRAME JAMB M METALS 6063-T5 --.
3 CM 18509 FN-- FRAME SAL MI METALS 6063-T5 5/16•
4 CM-18508 FN FRAME HEAD M METALS 6063-TS
_ _ .100'SAFLEI(HP DY SOLUM
5 CM-18503 FLANGE FRAME JAMB W METALS 6063-T5 1/8"ANN
6 CM-18535 GLAZING BEAD M METALS 6063-TS 11 OR 6 4 1/8'ANN
7 CM-18505 $ASN LOCK RAIL MI METALS PECORA 896785
6063-TS
8 CM 18W9 FIXED MEETING STILE MI METALS 6063-T5 9
- - - -- -- SILICONE
9 80-02-0197 WNYL FL -- _
10 CM-18506 SASH BOITOM RAIL M METALS 6063-T5 6
1 -t
11 CM-18321 GLAZING BEAD M METAIS 6063-T5 19 1/2"BITE
12 RF-105 SCREEN RML -- - - - EXTERIOR --�
13 CM 18501- FLANGE FRAME M METALS 6063-15 _ e — 7
14 CM-18507 FLANGE SILL M MEIALS 6063-75 SETTING BLOCK- INTERIOR
15 CII-18553 Ft"FRAME M MEIAS 6063-T5 y` -� C?LAr LADETAILA
_ - ----- yIrLAMHATEv
16 CM-18554 FNLESS SILL M METALS 6063-T5
17 CM-18510 FN FRAME JAMD M METAS 6063-75 12 - 5/8'
18 MS20041G BULB SEM -_ -. IWGD _ _ I -
1/8'ANN
19 LRW026A LOCK,SWEEP TYPE TKG DNC DE CAST .100' SAFLEX IIP BY SOLUTIA
20 W510027C WEATHERSTRIP MINA I 1/8'ANN 1/8'ANN
21 MS100440--- SETTING BLOCK MWD IPE 85_90 OUROI BUTYL. REINFORCED
EXTERIOR I INTERIOR ALUMINUM SPACER PECORA 896TBS
22 896TBS BALK BEIXING PECORA -- 21 22 SYSTEM SILICONE
23 80-02-8207 SASH CUM MWD 1
I _L
24 BLOCK AND TACKLE NAW) 1B 6
t/2'BITE
13 10 EXTERIOR f
11 ORV 15 11 OR 6 - SETTING BLOCK ' INTERIOR
INTERM GLAZ/NO DETAIL 8
9 5W IGU LAMNATED
INTERIOR VERTICAL CROSS SECTION
EXTERIOR I FIN FRAME
-_ I 21 zz zl 22
,6 10 1g EXTERIOR t0 MI WINDOWS AND DOORS
650 WEST MARKET STREET t,
n.da. wdl,s , GRANTZ, PA 17030-0370 4t114
/
16 - - 1 u•u L I SERIES 185MD SINGLE HUNG ALUMINUM WINDOW/$//�,
14 0 MM.I nvrr 52" X 74"
VERTIC/lL CROSS SECTION
b VERTICAL CROSS SECTIONS I1"
FINi-Ess FRAME OPTION VERTICAL CROSS SECTION """" °"0 N0 luis".h!'loNas;P.E
MEETING RAIL NOT SHOWN FOR CLARITY RANGE FRAME OPTION V.L. 1 08-01489 A FL AV9•..B2y1f
MEETPIG RAIL NOT SHOWN F019 CLARITY srtc NTS a'm 02/14/2012 �4 OF 13
r�
lav oLscevnoR art .vroorts
A REVMD ELEVATIONS ANO DETAILS 05/71/14 R.L
*It
INTERIORRIOR 24 23 20 1 2
INTERIOR
Ofi 12 -
hORIZONTAL CROSS SECTION
FLANOEFRAME --
EXTERIOR
(DOR 11 12
24 23 20 1 12 HORIZONTAL CROSS SECTION
--- FIW.ESS FRAME
INTERIOR
EXTERIOR
06OR 11 12
HORIZONTAL CROSS SECTION
FW FRAME
MI WINDOWS AND DOORS
rmy�ly•11Y u. 650 WEST MARKET STREET
D.r GRANTZ, PA 17030-0370 '
N SERIES 185MD SINGLE HUNG ALUMINUM WINDOW
MYr F1O 52' X 74'
y HORIZONTAL CROSS SECTIONS �.I
ry Wist R.Lo s P.E.
V.L. 08-01489 A FL No, ¢2514,
s E HIS —02/14/2012 1-5 OF 13
�}—2 5/8" MINIMUM
MASONRY/CONCRETE I EDGE DISTANCE Rw ° p" oAi[ Mfao�m
BY OTHERS-' I A RFVSED ELEVATIONS ANO DETAILS 05/21/14 R.L
1X BUCK TO BE 1 1/4"
PROPERLY SECURED MIN. 2X BUCK OR
• EMBEDMENT WOOD FRAMING
---� BY OTHERS
TO BE PROPERLY
_ SECURED
IF
BETWEEN
FIANGC AND BUCK CAULK BETWEEN 1 3/B"MIN.
MAX. SHIM FLANGE AND BUCK EMBEDMENT
T 1/4" 1 3/8"MINIMUM SHIM EMBEDMENT
3/16"TAPCON INTERIOR 1/4" ;,—F^ J 1 MAX.
SHIM
2X BUCK OR
EXTERIOR INTERIOR WOOD FRAM NG
10 WOOD SCREW BY OTHERS
SILL TO BE SET # INTERIOR TO BE PROPERLY
IN A RED OF SECURED
PERIMETER PECORA 896TOS SCALANT EXA'L—
IX
CAULK STOOL -#10 WOOD SCREW
BY OTHERS BY OTHERS
MASONRY/CONCRETE SILL TO BE SET -
OR PRECAST SILL IN A BED OF
B,OTHERS • PECORA 896TOS SEALANT EXTERIOR
PERIMETER CAULK1/4-MAX. SHIM C'
BY OTHERS (f JAMB CROSS SECTION
• 2X SUCK OR 2X SUCK ORWOOD FRAMINGFLANGE INSTALLATION
e8 VERTICAL CROSS SECTION woo0 FRAMERS
fi MASONRV=NCRETF FLANGE ASTALLATMN BY OTHERS
TO BE PROPERLY
SECURED .
BUCK TO BE 1 1 4 MINIMUM EMBEDMENT �VERTICAL CROSS SECTION
PROPERLY SECURED / YXBUCKORIMOODFRAMNGRANOEM48TALLATTGN
3/16"IAPCON MASONRY/CONCRETE
BY OTHERS
INTERIOR
• 2 5/8.
MINIMUM MI WINDOWS AND DOORS
y' EDGE ,yl�..e.•,,.Alpy.,RbLw 850 WEST MARKET STREET
EXTERIOR DISTANCE ur .9Wgln D GRAN7Z, PA 17030-0170
SERIES 185MD SINGLE HUNG ALUMINUM WINDOW / /)
• —� NO o...nw.,. 52" X 74" 499/%S/�y
1/4"MAX. SHIM b FLANGE INSTALLATION DETAILS i .
eC -6uis'R.�Lomca P.E.
JAMB CROSS SECTION V LL o+c Na 08-01489 A FL No.: 62514
MASONRYAVIMCRETE FLANGE NOTALLATXJVJ
scut NTS p1n 02/14/2012 �6 OF 13
1 1/4*MIN. 1/2"MIN. _
EMBEDMENT EDGE DISTANCE an oLscAorpx a>E APPM.FD
p6ODD WOOD WOOD FRAMING I A REWSED ELEVATIONS AND DETNLS 05/71/12 R.L
FRAMING
BY OTHERS OR 2X BUCK 1 3/8"MIN.
1/4-MAX BY OTHERS EMBEDMENT 1 3/8'MIN. I..- 1/4MAX.
SHIM SPACE EMBEDMENT I $HW SPACE
3/8-MIN WOOD FRAMING I INTERIOR
/4'
EDGE DISTANCE - T APPROVED MAXJ OR 2X BUCK
1
SEALANT SHIM SPACE 10
WOOD
SCREW L
]10 W000
SCREW
1/2"MIN.
EDGE
DISTANCE
T--,XTERIO-R APPROVED
C SEALANT
JAMB INSTALLATION DETAIL
EXTERIOR INTERIOR
Ytt100 FRAMINOOR?X BUCK FMK.ESS WSTALLA710N
-_ WOOD FRAMING 1/4*MAX.
OR 2X BUCK SHIM SPACE
EXTERIOR INTERIOR BY OTHER$
1 WTERIOR
MIN.
I I EMBEDMENT
1 SILL TO BE SET -I
I I IN A BED OF I
I I PECORA 896TBS _
SEALANT
#6 WOOD
APPROVED 1/4.MAX. SCREW
SEALANT r SHIM SPACE EXTERIOR
1/4'MAX _ll
`SHIM SPACE _ D
WOOD FRAMING
OR 2X BUCK
B JAMB INSTALLATION DETAIL
3/8'MIN BY OTHERS WOW FRAMING OR?XBUCKNAIL FIN INSTALLATION
EDGE DISTANCE INTERIOR AND EXTERIOR FINISHES,BY OTHERS.NOT
06 WOOD' WOOD WO VERTICAL CROSS SECTION SHOWN FOR CLARITY.
SCREW FRAMING WOOD FRAMMIOOA?X BUCK FIVLES6IAISTALLATKIV
1 14'MIN. BY OTHER$ MI WINDOWS AND DOORS
e
n!EM./l.ENT
.�pyd.Iwllh Oa 650 WEST MARKET STREET //�J
7 VERTICAL CROSS SECTION IAi°.°w,whine GRANTZ, PA 17030-0370 //,
WOOD fRAAI?IO OR 2X BUCK NAIL F?N INSTALLATION rDiii�I I SERIES 185M0 SINGLE HUNG ALUMINUM WINDOW n.. ,I1
52- X 74' Q/
FIN B FINLESS INSTALLATION DETAILS 6
. Luls R:'LoNiaa.P,E.
V.L. 08-01469 A FL,No.: 82514
NT$ --02/14/2012 27 OF 13
2 1/2"M IN. -- "
EDGE DISTANCE
CONCRETE/MASONRY
A REVISED ELEVATIONS AND DETAl15 05/21/12 R.L
-
BY OTHERS
a ' 1 1/4- MIN.
OPTIONAL 1X BUCK • ° EMBEDMENT 1 1/4'MIN.
TO BE PROPERLY EMBEDMENT I
SECURED I
SEE NOTE 3 SHEET t
CONCRETE/MASONRY
BY OTHERS
APPROVED 1/4'MAX. OPTIONAL 1X BUCK v 1/4'MAX.
SEALANT SHIM SPACE TO BE PROPERLY • SHIM SPACE
SECURED
SEE NOTE 3 SHEET 1
3/16'TAPCON 3/16'TAPCDN
° INTERIOR
EXTERIOR INTERIOR 2 1/2-
MIN./t 2-
MIN. ,
EDCE
DISTANCE EXTERIOR
I �- -
- APPROVED
SEALANT
I ETAIL
SILL TO BE SET 8 CREIB/NSTRYRIMLALLA ONOTALLA
I IN A BED OF CONCAE7EALASONRY FINLESS INSTALlA7gN
PECORA 896TBS SLALANT
APPROVED- I
SEALANT1/4"
1
OPTIONAL 1X BUCK MAX,
HIM
TO BE PROPERLY SHIM SPACE
SECURED
SCE NOTE 3 SHEET 1 NOTE:
INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT
CONCRETE/MASONRY SHOWN FOR CLARITY.
BY OTHERS y _
` MI WINDOWS AND DOORS
° ° Appn.duwpglywa*A 650 WEST MARKET STREET
e •• Etwk.uraM GRANTZ. PA 17030-0170
noAA SERIES 185MD SINGLE HUNG ALUMINUM WINDOW
8 VERTICAL CROSS SECTION MIUI/D•d•ro.t .Ini 52" X 74'
CONCRETEMASONRYFINLESSINSTALLATION y� FINLESS INSTALLATION DETAILS
L.I. R. Loto.9 P.E.
V.L. 08-01489 A FL NO.: 62514
wLc NTS M1[02/14/2012 51RT8 OF 13
1
2 21/64' A I RLVSED ELEVATIONS AND DETNLS OS/Zl/12 RL
1 7/8'
h— 2 3/16' —
-{- 3 23/32' j 1
13/32' 2 3I/16' r__l 2 5/16' 2 3,16'
29,LeiL ---I
J.
T 1 SASH STILE 2 FINLESS FRAME JAMB OLIN FRAME SJLL o4 F!N FRAME HEAD_ O5 FLANGE FRAME JAMB
O ALUWNUM.050'THICK O•T3ALUM/NUM.0.WTHICK OTSALUMWUM.055"THICK QOS9•T6 ALUMINUM.050"THICK 6083-T3 ALUAINUM.050'THICK
F.
11 1i1 41/64' 9/64" 15/16'
5/32-
5/32' l
13/3
2'
,-It- 1 1M1' 1 11/16- 1
31/32' 3/2'
T-_t —L _L3d--1
O6 GLAZING BEAD 7 SASH LOCK RAIL a _3FI_XED MEETING STILE o SASH BOTTOM RAIL GLAZING BEAD
T3ALUMIftIM.050"THICK W8 78ALUMWUM.082'THICK 0606T5ALUAINIMT.055'7T4—" S T3ALUIMINIAl1.04F THICK 6063-MALUMMUM.05V THICK
2 21/64 r 2 21/64' F— —2 3/8'
2 3/16' 2 3/16' I�
C 3 11/32' 2 27/32' Jam'2 3/16'
6-
1,6' - I J
13 FLANGE FRAME 14 FLANGE SILL 15 FINLESS FRAME 16 F/NLESS SILL 1 17 FJN F 4MME JAM@
O_--- O_ O 0_-- 0-----
6069•TSALUMINUM.050"THICK 6089-73 ALIIMWUM.055'THICK 6063-TS ALUMML460AW THICK 6063T5 ALLAWNUM.055'THICK 6083-T5 ALlA16MWAW THICK
MI WINDOWS AND DOORS
Aedrm.yly xUblb� 650 WEST MARKET STREET
o.0 "LLLC� GRANTZ, PA 17030-0370 [y
N�ID.�I n.er SERIES 185MD SINGLE HUNG ALUMINUMWINDOW
52" X 74"
g� Aa yl COMPONENTS
V.L.
IN
`-
V.L. 08-01489 A t.11,6L1a P.E.
' Ft,Ho.:.: P¢225.1
sc+c NTS ID 02,/14/2012 �9 of 13
W.v ocscawrox DAi' p
APA10
A REVI6ED EIEVATpN$AND DETAILS 05/21/12 Rl.
estu.
Sash Bottom Roil
Sash GuideQ
�6 Sash caaeJ
Sash Corrie,-\
\/ Sash Slae
Sash /
06 z 5/8'PPHSMS— /6 K 5/8"PPHSMS—,-- ro
SASH CORNER CONSTRUCTION DETAILS
MI WINDOWS AND DOORS
Am�rd�r�nMrlw � 650 WEST MARKET STREET
ewai� ,a. GRANTZ. PA 17030-0370
nolriA - SERIES 185MD SINGLE HUNGALUMINUM WINDOW
_ �'
Mlrl N 32" X 74 O6/7N1�>�
SASH CORNER DETAILS I'
°NG MO scv tuisl R<�Lombs P.E.
7: 08-01489 A 'FL•No.:,.fi23 Y4
su¢NTS IM7 02/14/2012 —10 OF 11
eTYela'6
AF
A REVISED ELFVARDRS AND DETNLs_ 05/21/12 R.I.
3/4'PPSMS
Frame Head
"Flange Frame Jamb
Flange'
Fi.od Meelmg Rod`-N
From.Jamb
"Flange
Frome S N
•Flange• rj
JFI�q.
ome Hoad/Jamb Jo y
home
Frame Jomb/Meeting Ra;l Joinery
��� Flange Frome
Frome Jamb /�I�
•Flange l.l��
Frame""/Jamb Joinary /
Flange Frame
#e.3/4•vvIlslJs
/6 r 1 1/4•PPHSMS-��
FLANGE FRAME CORNER CONSTRUCTION DETAILS
MI WINDOWS AND DOORS
AHe.r.J urn"4I>Iea w4�ene 650 WEST MARKET STREET /(
Fl.na R.iamo cqa. GRANTZ. PA 17030-0170
o.r.
NOA' SERIES 185MD SINGLE HUNCALUMINUM WINDOW 11.
MI a.�„Harr c,,yrol
52” x 74'
FLANGE FRAME CORNER DETAILS 1.
� oea Rw Icv
V.L. 06-01489 A 'Lula fG.Iko oe P.�.
'`'�NTS —02/14/2012 —11 OF 13 ''I
ecwstoes
Frame Jamb A WASED ELEVATIDNS AIA DETAILS °5/21/17 R.L
Finless --
/8 x 3/4"PPSM$
frame Nand Fi:ed Meelinq Rail
4 FiMess
•
Frame Jamb
F nless
Frame SRI 1f
fides .5
Frame Jrame eelinq Rail Joinery
Finless Frame
Frame Jamb
Finless
Frame Sill/Jamb Joinery
Finless Frame
g g
Frame Heod/Jomb Joinery
Finless Frame
/8.3/4'PFM15M5 /8 s I 1/4'PPHSNS
FINLESS FRAME CORNER CONSTRUCTION DETAILS
MI WINDOWS AND DOORS
Aero'.a.....,NN.s eYi lr 650 WEST MARKET STREET
H. e.Ia.rc 1 GRANTZ. PA 17030-0370
T41r ..
SERIES 185MD SINGLE HUNG ALUMINUM WINDOW
••• I .Ir Ryden X 74 .
4 FINLESS FRAME CORNER DETAILS /a
osMee owc A Luis'.R(No s P.E.
V.L. 08-01!89 A Fl No.: 6251'4
saA�NTS Imn 02/14/2012 �T12 OF 13
1'
An aEswvnoN aTE .Amaaa
A REVISED ELEVATIONS AND DETAILS CS/11/14 R.L
�/8.3/4"PPSMS
Frame NeodFrame Jamb
r•FlN• -'FIN'
Fixed Meeting Rail
Frame Sill
'FIN' Frame Jamb
FIN'
�
Frame Jamb
FIN"
Frame 1,/Heeling ROJ Joinery
Frame Sill/Jomb,binary Fin Frame
Fin Frame
b b
Frame head/Jomb Joinery \/
Fin Frame `r—/8 x 3/4"PPHSMS M8 x 1 1/4"PPHSMS
FIN FRAME CORNER CONSTRUCTION DETAILS
MI WINDOWS AND DOORS
wpp.reerrygy wYW 650 WEST MARKET STREET
F1rM.edwee GRANTZ. PA 17030-0370
b.r 12
nD,u_ SERIES 185MD SINGLE HUNG ALUMINUM WINDOW
Mar 52" % 74"
by FIN FRAME CORNER DETAILS
oRwxr: tra Nb. sn ..Luh?14 Alcl vs O.E.
V.L. OB-01489 A FLrNo,.: 1251'4'
scat NTS —02/14/2012 1-11 OF 13
I