HomeMy WebLinkAboutProduct Approval rl
�u� �, y� .. .a; y' a `a
BCIS Home Log In i User Registration I Hot Topics Submit Surcharge C Stats&Facts ; Publications ! Contact Us BCIS Site Map Links Search
s'ml
Product Approval
;USER:Public User
F'
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL FL15353-R3
r Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Luis R Lomas, PE
Evaluation Report
Florida License PE-62514
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Steven M. Urich, PE
Validation Checklist- Hardcopy Received
Certificate of Independence FL15353 R3 CQI FLCOI.pd
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
J
Date Submitted 10/16/2017
Date Validated 10/23/2017
Date Pending FBC Approval 10/26/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or(dame Description
15353.1 5764 Horizontal Aluminum Mullion
Limits of Use I Installation Instructions
Approved for use in HVHZ: No FL15353 R3 II 08-01448B.pdf
Approved for use outside HVHZ:Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other: Max single window size: 52-1/8"x 84". Max mullion FL15353 R3 AE 512072B.pdf
span: 104-1/4". Cre y n ent Third Party: Yes
15353.2 5764 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 R3 II 08-01439B.pdf
Approved for use outside HVHZ:Yes Verified By: Luis R Lomas, PE PE-62514
impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8"x 84". Max mullion FL15353 R3 AE 512063B.pdf
span: 83" Created by Independent Third Party: Yes
--.� 5 inum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 R3 II 08-014495.pdf
Approved for use outside HVHZ:Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8"x 84". Max mullion FL15353 R3 AE 5120736.pd
span: 156-3/8" Created by Independent Third Party: Yes
15353.4 5765 !Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 R3 II 08-01440B.pdf
Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8"x 84". Max mullion FL15353 R3 AE 512064B.pdf
span: 83". i Created by Independent Third Party: Yes
15353.5 CM-18514 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 R3 II 08-01442B.pdf
Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514
Impact Resistant,Yes ( Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8"x 84". Max mullion FI.15353 R3 AE 512066B.pdf
length-83". Created by Independent Third Party: Yes
15353.6 CM-18520 I Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL-15353 R3 II 08-014518.x{
Approved for use outside HVHZ:Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A I Evaluation Reports
Othzer: Max single window size- 52-1/8"x 84". Max mullion ! FL15353 R3 AE 512075B.pdf
span- 156-3/8" Created by Independent Third Party: Yes
15353.7 CM-18523 3 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No I FI-15353 R3 II 08-01452B.pdf
Approved for use outside HVHZ:Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A I Evaluation Reports
Otter: Max single window size- 52-1/8"x 84". Max mullion FL15353 R3 AE 512076B.1df
span- 104-1/4". Created by Independent Third Party: Yes
15353.8 CM-18531 Vertical Aiuminurr, Mullion
Limits of Use j installation Instructions
Approved for use in HVHZ: No i FL15353 R3 11 08-01443B.pdf
Approved fere use outside HVHZ:Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8"x 84". Max mullion FL15353 R3 AE 512067B.pdf
span-83" Created by Independent Third Party: Yes
15353.4 ff CM-18532 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 R3 II 08-01453B.pdf
Approved for use outside HVHZ:Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size- 52-1/8"x 84". Max mullion i FL15353 R3 AE 512077B.pdf
span- 156-3/8" j Created by Independent Third Party: Yes
3
F
CM-18533 Vertical Aluminum Mullion
Use !InstaharionYnstructions
d for use in HVHZ: No FL15353 R3 II 08-01444B.pddf
Approved for use outside HVHZ:Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant:Yes � Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8"x 84". Max mullion � FL15353 R3 AE 512068B.p- f
span: 83" Created by Independent Third Party: Yes
15353.11 CM-18534 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 R3 TI 08-01454B.pdf
Approved for use outside HVHZ:Yes j Verified By: Luis R Lomas,PE PE-62514
Impact Resistant:Yes Created by independent Third Party: Yes
Design Pressure: N/A �Evaluation Reports
Othai: Max single window size: 52-1/8"x 84". Max mullion FL15353 R3 AE 512078B.pdf
span: 156-3/8". 1 Created by Independent Third Party: Yes
&acF; f`d=jai
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coyght 2007-2013 State of Florida.::PrivzcyStatement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'r Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official 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 click here.
Product Approval Accepts:
RO29, ���.
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/10/15 R.L.
NOTES:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO B REVISED ANCHORING NOTES & INSTL DET. 06/07/17 R.L.
COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY ANCHORING NOTES:
TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM
3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS
DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION SHEET 3.
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 2) FOR ANCHORING INTO CONCRETE USE 1/4" ELCO ULTRCON TAPCON
4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM
PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS
5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS SHOWN IN INSTALLATION DETAILS SHEET 3.
DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED 3) FOR ANCHORING INTO METAL USE #10 SMS OR SELF DRILLING
UNDER SEPARATE APPROVAL. SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM
6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN
SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI IN INSTALLATION DETAILS SHEET 3.
WINDOWS AND DOORS. INC. 4) ALL FASTENERS TO BE CORROSION RESISTANT.
7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE
LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
WINDOW OR DOOR UNIT. ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND
8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
ANCHORED AS SHOWN HEREIN. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N.
HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TYPE 1 (OR GREATER).
TO THIS DOCUMENT. D. METAL STRUCTURE -STEEL 18GA (.048°) FY=33KSI/FU=52KSI
OR ALUMINUM 6063-T5 FU=30KSI .062" THICK MINIMUM.
6) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF TAPPING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM
DESIGN PRESSURE TABLE INSTRUCTIONS: EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE
1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE SCREWS 6" FROM EACH MULLION END AND 12" MAX. O.C.
CHAPTER 16. THEREAFTER. STAGGER SCREWS AT EACH WINDOW.
DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON
PRODUCT TO BE INSTALLED. SEE FORMULA FOR 1RIBUTARY WIDTH.
3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT
THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION
SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING
FOR PRODUCT IN STEP 2.
MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED
DESIGN PRESSURE OBTAINED IN STEP 1.
\\ SIGNED: 10/13/2017
�1 TRIBUTARY WIDTH = W1 2 W2 MI 650DOWS WEST MNDEDOOREET LLC \`RKT `a 01�i4/04'i
GRATZ. PA 17030-0370 `V;":,C+Ell "•cP
5764 — VERTICAL MULLION *:A0,A461. =
83" MULLION SPAN gyp;
TABLE OF CONTENTS GENERAL NOTES �y0. 7T1- OF •�"
SHEET NO. DESCRIPTION
DRAWN: DWG N0. REV
1 NOTES V.L. 08-01439 a
2 CONFIGURATIONS AND DP CHART SCALE NTS DATE 01/11/12 SHEET 1 OF 4
3 INSTALLATION DETAILS L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
4 COMPONENTS 434-666.0609 rl/omas@lAcmaspe.com
REVISIONS
107 3/8" 107 3/8" 107 3/8" REV DESCRIPTION DATE APPROVED
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH
A REVISED INSTALLATION DETAILS 06/10/15 R.L.
W1 Imo-- W2 W1 W2 W1 �"II� W2 - B REVISED ANCHORING NOTES & INSTIL DET. 06/07/17 R.L.
83" / 83" / /
FRAME FRAME WINDOW FRAME WINDOW WINDOW
HEIGHT WINDOWWINDOW HEIGHT WINDOW HEIGHT
(MULLION (MULLION (MULLION
SPA /// /// SPAN) �/ ` SPAN) l /
107 3/8" 107 3/8" 107 3/8"
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH
��j
� W1
-I I-
W2 W1 -{� W2 � W1 -I r__
W2
83,1 r/r /// WINDOW /// BT //r /// WINDOW /// B3.• /// /// WINDOW
FRAME WINDO ! WINDO FRAME WND W / W FRAME WINDOW
/r WINDOW
HEIGHT / HEIGHT I HEIGHT
(MULLION r (MULLION r/ (MULLION /
SPAN) / / SPAN) / / / SPAN) r /
- W1 IIS W2W1 -II-- W2 W1
107 3/8" 107 3/8" 107 3/8"
COMBINED WIDTH COMBINED WIDTH LCOMBINED WIDTH
APPROVED CONFIGURATIONS
MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED
WIDTH DOES NOT EXCEED 107 3/8"AS SHOWN HEREIN.
Design pressure ratio Desion Pressure ratioa(PsO with rebar SIGNED:10/13/2017
P49.63
Tribute width in Mullion Tributary width(in) MI WINDOWS AND DOORS, LLC11((I(f//
18.13 25.50 36.00 A27.4
0 52.13 span(ln) 18.73 25.50 36.00 42.00 48.00 52.13 %j�
120.0 120.0 120.0 .0 120.0 25.00 120.0 120.0 120.0 120.0 120.0 120.0 650 WEST MARKET STREET LDtfq�i�
120.0 120.0 120.0 .0 120.0 37.38 120.0 120.0 120.0 120.0 120.0 120.0 GRATZ, PA 17030-0370
120.0 98.3 81.2 75.1 48.63 120.0 96.3 81.2 T6.9 75.2 75.71.0 52.2 39.7 32.3 62.00 95.2 70.0 53.3 48.1 44.8 43.4 5764 - VERTICAL MULLION83° MULLION SPAN1159.6 43.7 33.0 26.3 65.63 80.0 58.644.2 39.7 36.7 35.3 44.9 32.7 24.4 19.0 72.00 60.3 43.9 32.8 29.2 26.7 25.5 APPROVED CONFIGURATIONS AND RATING CHARTS .�0�. 71LT OF
84.00 26.1 20.3 84.00 37.7 27.3 20.1 17.7 16.01 15.1 DRAWN: DWC N0. REV iir�.tS fi�OR��p.C'`y
DIMENSIONS CHARTLARGE AND SMALL MI ARIE LE FRAME DIMENSIONS AND DOIMPACT,LEVEL D,WINDNNOT DIMENSIONS IN CHARTS LA RGE AND SMALLI ARI E LE FRAME DIMENSIONS AND DIMPA CT,LEVEL D,WINDOO NE NOT SCALE NTS DATE 01/11/12 OS SHEET 29 OF 4
INCLUDE FLANGE. INCLUDE FLANGE. L.ROBERTO LOMAS P.E.
LUIS R. Lomas P.E.
7432 WOODFORD RD LEWISVILLE,NC27023
434-688.0609 rllomasOldomaspe.cFL No.: 62514
om
Ar
REVISIONS
REV DESCRIPTION DATE APPROVED
1° MIN A REVISED INSTALLATION DETAILS 06/10/15 R.L.
EDGE DISTANCE
B REVISED ANCHORING NOTES & INSTL DET. 06/07/17 R.L.
MASONRY/CONCRETE
BY OTHERS
a 1 1/4"
a4 MIN. EMBEDMENT
I II
I II
I II
�I
L,
1/4" ELCO ULTRACON TAPCON MT000022
CLIP
SECTS796
CLIP
#10 SMS OR
OPTIONAL I SELF DRILLING
REBAR i i SCREW
64
I I
U�1J
MULLION - ---
M U LLI ON
METAL
1/2�" MIN. STRUCTURE
EDGE BY OTHERS
MT000022 DISTANCE
CLIP
VERTICAL CROSS SECTION
#10 WOOD SCREW METAL INSTALLATION
I I
I
I I
I I
1 3/8" MIN.
EMBEDMENT
SIGNED:10/13/2017
WOOD (p
FRAMING/ MI WINDOWS AND DOORS, LLC
1/2" MIN.
I� 50 BY OTHERS 6GRATZ,SPA A7030 MRKET 503707
TREE
EDGEti v�ti•.�OE.N8 9s
DISTANCE
5764 — VERTICAL MULLION �- ff
VERTICAL CROSS SECTION 83" MULLION SPAN tD� C
MASONRY/CONCRETE AND WOOD FRAMING INSTALLATION DETAILS yy0ATAT9
INSTALLATION �iwT c X` roti
DRAWN: DWG NO. REV
V.L. 08-01439 a jOwA1,,E \���:
SCALE NTS DATE 01/11/12 1SHEET 3 OF 4
NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
OR WOOD FRAMING SUBSTRATE. 1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514
434-688.0609 rllamas@Idamasp9.wm
REVISIONS
REV DESCRIPTION DATE APPROVED
3.261"
A REVISED INSTALLATION DETAILS 06/10/15 R.L.
1.375"
B REVISED ANCHORING NOTES & INSTL DET. 06/07/17 R.L.
0.625" I
3.250"
0.843"
1- 4.00D"
O 3.750'
L-t-2: 1.000" 0.375"
MT000022 CLIP i
16GA(.0631 GALVANIZED STEEL 0.422"
SEE NOTE 2&3,THIS SHEET.
2.032" 2.875"
I� 2.140"---I L_
3.750" 0.843"
1.125" 2.189" � T-
i
1.a o" -0.375"
SECT5796 CLIP 2x 00,2 10"
SECT5764 MULLION FOR CONCRETE INSTALLATION
ALUMINUM 6005-T5.125"THICKALUMINUM 6063-T5.125"THICK
0.843"
2X 00.210"
-{ 1.562"
--� �0.688"
1.51 1" 1.5162"
l 1 SIGNED:10/13/2017
RF-11 ?EBAR SECT5796CLIP MI WINDOWS AND DOORS, LLC
16 GA(062)GALVANIZED STEEL FOR WOOD FRAMING INSTALLATION \
ALUMINUM 6063-T5.125"THICK 650 WEST MARKET STREET
GRATZ, PA 17030-0370 1v�v,• �G. N8F r'p
5764 - VERTICAL MULLIONAAT
OF
83" MULLION SPANNOTES: 1. CLIPS MAY BE USED IN COMPONENTS ;rp �!A�,+'
MASONRY CONCRETE OR WOOD FRAMING �I.'i?'
SUBSTRATE. DRAWN: DWG N0. REV '.y�-n�..N, R,^D:s:
2. FOR WOOD & METAL INSTALLATION SCALE DATE 08 SHE
B {VfVI� NA1�j \�`
USE ALL FOUR ANCHOR LOCATIONS. NTS 01/11/12 4 OF 4
3. FOR CONCRETE INSTALLATION USE 2
ANCHOR LOCATIONS ONLY WITH 3 1/4" L.RDaERDLEWISTO ILLE. Luis R. Lomas P.E.
1492 WOO-0609 ROLEWISVIMaSpq.27023 FL No.: 62514
SEPARATION BETWEEN ANCHORS. 434-688-0609 rl�amas�dl4omacpe.com
lwalll
BCIS Home Log In i User Registration Hot lbpics ; Submit Surcharge ( Stats&Facts ! Publications '• Contact Us ? BCIS Site Map 1 Links ? Search
=_ _ Product Approval
USER:Public User
L r
Product Approval Menu>Product or Application Search>Apjlication List>Application Detail
FL# FL17499-R4
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived -
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
(717)365-3300 Ext 2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quaiity 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
Validation Checklist- Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 506 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2011
E9..+ivalence of Prod pct Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 09/25/2018
Date Validated 09/25/2018
Date Pending FBC Approval
Date Approved 10/02/2018 /
Summary of Produ
FL# Model,Number or Name Description
174 .1 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung
emits of Use Certification Agency Certificate
Approved for use in HVHZ: No I FL17499 R4 C CAC APC(13278) 185 SH(101723),Rdf
{( Approved for use outside HVHZ:Yes FL17499 R4 C CAC APC(1 327 ) 85 101723)_Pd
Impact Resistant:Yes FL17499 R4 C CAC APC(13280)_185 SH(101723).
f Design Pressure: +55/-55 FL17499 R4 C CAC APC(13292) 185 SH(101723),pdf
Other: R-PG55*,Missile Level D,Wind Zone 3. Glass to be Quality Assurance Contract Expiration Date
bedded in Pecora 896 sealant. 10/17/2023
Installation Instructions
FL17499 R4 II 08-0254SB.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
j 33218-3.pdf
Created byIndependen : Yes
17499.2 185 SH S2x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use Certification Agency Certificate
4 Approved for use in HVHZ: No FL17499 R4 C CAC APC(13269) 185 SH(100823),pd_f
EII Approved for use outside HVHZ:Yes FL17499 R4 C CAC APC(13270)_185 SH(100823),pdf
I Impact Resistant: No FL17499 R4 C CAC APC(13271) 185 SH(100823),pd
Design Pressure, +60/-60 FL17499 R4 C CAC APC(13361) 185 SH(100823),pi
Other: R-PG60 Quality Assurance Contract Expirationiration Date
0/08/2023
( Installation Instructions
1 FL17499 R4 II 08-02549B.12df
Verified By: Luis R Lomas PE-62514
(!( i Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R4 AE 5133276-4.pdf
Created by Independent Third Party: Yes
17499.3 185 SH j 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limas of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R4 C CAC APC(13272) 18S SH 101723).pdf
Approved for use outside HVHZ:Yes FI.17499 R4 C CAC APC(13273) 185 SH(1 172 ).pd
Impact Resistant: No FL17499 R4 C CAC APC(13274) 185 SH(101723),pjf
Design Pressure: +60/-60 FL17499 R4 C CAC APC(13363) 1 H(101723),Of
Other: R-PG60* I Quality Assurance Contract Expiration Date
€ 10/17/2023
I Installation Instructions
! FL17499 R4 II 08-02550B.pdf
Verified By: Luis R Lomas PE-62514
Created by independent Third Party: Yes
Evaluation Reports
j FL17499 R4 AE 513328B-5.pdf
Created by Independent Third Party:Yes
17499.4 185 SH j 36x71 Fin, Finless, Flange Frame IG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No i FL17499 R4 C CAC APC H0462.01-109-47-RO 185 SH
Approved for use outside HVHZ:Yes ( 40 2522),pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +60/-67 04/25/2022
Other: R-PG60* D-stallation3,rstructions
I F 17499 R4 II 08-03163.p�f
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation.Raports
FLi7499 .R4 AE 514082.pdf
Created by Independent Third Party: Yes
17499.5 185 SH 15202 Fin/Flange Frame IG/SG Impact Single Hung
{Limits o:`Use j Certification Agency Certificate
( Approved for use in HVHZ: No i FL17499 7,14 C CAC APC(13275) 185 SH(100823),pdf
Approved for use outside HVHZ:Yes 1 FL17499 R4 C CAC APC(13276) 185 SH(100823).odf
Impact Resistant:Yes FL17499 R4 C CAC APC(13277) 185 SH(100823),Iff
Design Pressure: +55/-55 I FL17499 R4 C CAC APC(13291) 185 SH(100823),pdf
Other: R-PG55,Missile Level D,Wind Zone 3. Glass to be duality Assurance Contract Expiration Date
bedded in Pecora 896 sealant. ! 10/08/2023
1! 'InstaNation Instructions
I FL17499 R4 II Q8-02S44B-1.pdf
Verified 3y: Luis R Lomas PE 62514
{{ Created by Independent Third Party: Yes
t
Evaluation Reports
' FI-17499 R4 AE 513320B-I.pAff
Created by Independent Third Party: Yes
17499.6 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No EL-17499 R4 C CAC APC(13263) 185 SH(100923),pdf
Approved for use outside HVHZ:Yes FL.7499 R4 C CAC APC(13264) 185 SH(100923),p�Lf
Impact Resistant: No FI-17499 R4 C CAC APC( 31 265) 185 SH(100923),pdf
Design Pressure: +60/-60 FL17499 R4 C CAC APC(13362) 1 5 SH(100923),.pdf
Other: R-PG60 Quality Assurance Contract Expiration Date
10/09/2023
Installation Instructions
j FL17499 R4 II 08-02546B-2.pdf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R4 AE 5133226-2.pdf
Created by Independent Third Party: Yes
17499.7 185 Triple SH 111x72 Fin Frame IG/SG Single Hung 11002 Flange Frame
IG/SG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R4 C CAC APC(13341) 185 5H TPL(110423),,1
Approved for use outside HVHZ:Yes FL17499 R4 C CAC APC(13343) 185 SH TPL(102123),,12df
Impact Resistant: No FLL.17499 R4 C CAC APC(13346) 185 SH TPL(102023),P_df
Design Pressure: +50/-50 FL17499 R4 C CAC APC(13348) 185 SH TPL(102123)�W
Other: R-PG50* QualitV Assurance Contract Expiration Date
10/20/2023
Installation Instructions
FI-17429 R4 IT 08-02548B.pd
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R4 AE 513324B-6.pdf
Created by Independent Third Party: Yes
17499.8 185 Twin SH 10602 Fin Frame IG/SG Single Hung 10502 Flange Frame
IG/SG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R4 C CAC APC(13340) 185 SH TWN(102123),2Lf
Approved for use outside HVHZ:Yes FL17499 R4 C CAC APC(13342) 185 SH TWN (110423).pdf
Impact Resistant: No FL17499 R4 C CAC APC(13347) 185 SH TWN (102023),,pdf
Design Pressure: +45/-45 FL17499 R4 C CAC APC(13349) 185 SH TWN(102123)_p f
Other:R-PG45 i Quality Assurance Contract Expiration Date
10/20/2023
i Instal€ation Instructions
FL17499 R4 II 08-025478-7.pdf
Verified By: Luis R Lomas PE-62514
I Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R4 AE 513323B-7.pd
Created by Independent Third Party: Yes
Sac€c Mixt.
Contact Us;:2601 Blair Stone Road.Tallahassee FI.37399 Phone,850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::arivacy Statement::Accessibility.Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any qui=_tions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official 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 dick here.
Product Approval Accepts:
d6sc
Cred1C�.�'�ri7
� ...
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
B REVISED GLASS 10/02/17 R.L.
NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MA14UFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE- LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16, FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A. 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS:
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
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 TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
6. 'WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
PROVIDED. ALUM!NUM 6063—T5 FU=30KSI .048" THICK MINIMUM
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH AN,HOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 11 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REOUIRFD FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #10 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: 12/14/2017
MI WINDOW650 WEST
MA D ET STREET LLC
GRATZ, PA 17030-0370 v,��CENsa:9�,.
SERIES 185 ALUMINUM SINGLE HUNG WINDOWJo,,61Z5
36" X 84"— LMIS F" �
TABLE OF CONTENTS NOTES '�h0 TAT OF
SHEET NO. DESCRIPTION1
DRAWN: DWG N0. REV ,���R,,b
1 NOTES SCALE NTS DAA 12 09 2014 8 SHEET 45 OF 1 1 B ,,f./. Al
2 — 3 ELEVATIONS / /
(10
4 — 10 INSTALLATION DETAILS L.ROBERTOLOMASRE Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE.NC 27023 FL No.: 62514
11 COMPONENTS 434-688-0609 rllmnas@Idnmaspe.cOm
REVISIONS
36" MAX 36" MAX REV DESCRIPTION DATE APPROVED
FRAME WIDTH FRAME WIDTH
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
2" MAX I-- X —�( wl 2 MAX 2" MAX MAX —'1 2" MAX B REVISED GLASS 10/02/17 R.L.
0 C
I O.C.
2"
tt
16" 16 CHART#1 FLANGE&FINLESS INSTALLATION
MAX O MAX 0 /
O.C. O.C. Number of anchor locations required
J Frame Frame Width(In)
84 / 84" / Height 18.00 24.00 30.00 36.00
(in) Head Jamb Head Jamb Head Jamb Head Jamb
MAX MAX 24,00 2 3 3 3 3 3 3 3
FRAME FRAME
HEIGHT HEIGHT 36.00 2 3 3 3 3 3 3 3
36.00 2 3 3 3 3 3 3 3
4 42.00 2 4 3 4 3 4 3 4
48.00 2 4 3 4 3 4 3 4
54.00 2 5 3 1 5 3 5 3 . 5
60.00 2 5 3 5 3 1 5 3 5
88.00 1 2 5 3 5 3 5 3 5
00 2 6 3 6 3 6 3 6
72.
78.00 2 6 3 6 3 6 3 1 6
84.00 2 6 3 6 3 6 1 3 1 6
}
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW DESIGNER EXTERIOR VIEW
FLANGE&FINLESS INSTALLATION FLANGE&FINLESS INSTALLATION
SEE CHART#1 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART#1 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
±55.OPSF LARGE
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 3
SIGNED:12/14/2017
MI D 650 ET MARKET
STREET
TR LLC
ET
W ```J` u�tln4r ,r`'�i
NOTES: GRATZ, PA 17030-0370 i=V;• ��!ENS+F 9(p
1. MAXIMUM SASH SIZE: 34 1/2" X 36". SERIES 185 ALUMINUM SINGLE HUNG WINDOW
2. MAXIMUM SASH D.L.O.: 31 1/2" X 32 1/2" 36" X 84"— LMI b (� t�;
3. MAXIMUM FIXED D.L.O.: 33 1/8" X 45" FLANGE AND FINLESS ELEVATIONS �70p. TAT OF zZ
DRAWN: DWC N0. REV ORI 4,4
scALE DATE 08 50 45 B s�ONAL1 ���
NTS 12/09/2014 2 OF 11
HARDWARE SCHEDULE
L(2METCAL SWEEP LOCK AT 8"FROM EACH END INTERIOR MEETNG RAIL L.R08ERDLEWISILLS L4is R. Lomas P.E.
1432 WOODFORDflDLEWISVfLLENC27023K AND TACKLE BALANCE AT JAMBS 434-688-0609 r1lornasOldomaspa.com FL No.: 6251 4
REVISIONS
36" MAX 36" MAX REV DESCRIPTION DATE APPROVED
FRAME WIDTH FRAME WIDTH
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
10" 10"
2" MAX I�—� MAX -- 2" MAX 2" MAX MAX 2" MAX B REVISED GLASS 10/02/17 R.L.
0.C
0.C..
2"
10" MAX 10" MAX. CHART#2 FIN INSTALLATION
Numher of anchor IocaUons required
MAX MAX Frame Frame Width(In)
FRAME FRAME Height 18.00 24.00 1 30.00 1 36.00
HEIGHT HEIGHT in H&S Jamb H&S Jamb H&S Pamb H&S JaMb
24.00 3 3 3 3 4 3 5 3
30.00 3 4 3 4 4 4 5 4
36.00 3 5 3 5 4 5 5 5
�^\ 4200 3 5 3 5 4 5 5 5
48.00 3 6 3 6 4 6 5 6
IL JI � u 54.00 3 6 3 6 4 6 5 6
66.00 3 7 3 7 4 7 5 • 7
n 86.00 3 B 3 B 4 8 1 5 1 6
6 3 8 4 8 5 8
78.00 3 9 39 4 9 5 9
84.00 3 9 3 9 4 9 5 9
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW DESIGNER EXTERIOR VIEW
FIN INSTALLATION FIN INSTALLATION '
SEE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGNPRESSURE ATING IMPACTRATING
+55.OP F LARGE
MISSILE IMPACT
SSILE LEVEL D,WIND ZONE 3
SIGNED:12/14/2017
MIssoDOWS AN
D EKETD DOOR E,T LLC .``\N'4y.%ii E r6WEST �9''J`
NOTES: GRATZ, PA 17030-0370 ('+. 1ST,S.
1. MAXIMUM SASH SIZE: 34 1/2" X 35". SERIES 185 ALUMINUM SINGLE HUNG WINDOW �-*• a 61 �',=
2. MAXIMUM SASH D.L.O.: 31 1/2" X 32 1/2" 36" X 84"— LMI
ry
MAXIMUM FIXED D.L.O.: 33 1/8" X 45" FIN ELEVATIONS z
� `TAT QF
DRAWN: DWG N0. REV ✓��•� ,C ...O.�. \`'�
N.G. 08-02545 B
SCALE NTS DAA 12/09/2014 s"EE3 OF 11 .viiSCALE
HARDWARE SCHEDULE
. (2)METAL SIN EEP LOCK AT 8"FROM EACH END INTERDR MEETING RA L.ROEERDOLOMVILLE, Luis R. Lomas P.
E.
. (2)BLOCK AND TACKLE BALANCE AT JAMBS Jas2WOO-0609 rDLEWISVILLE.NC27023 FL No.: 62514
436-G88-OG09 NJornas@1Nornaspa.can
REVISIONS
1/2" MIN REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
WOOD FRAMING
OR 2X BUCK B REVISED GLASS 10/02/17 R.L.
BY OTHERS 1 1/4" MIN.
EMBEDMENT
BACKER ROD J
& APPROVED (SHIM
MAX.
SEALANT PACE
1 1/4" MIN. 1/4" MAX.
#10 WOOD SCREW EMBEDMENT SHIM SPACE
i
p I 1/2" INTERIOR
INTERIOR EDIGE
DISTANCE
r X10 WOOD
SCREW MDO IF
EXTERIOR WOOD FRAMING
OR 2X BUCK *BACKERD
BY OTHERS & APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
BACKER ROD SEALANT
& APPROVED
SEALANT 1/4" MAX.
SHIM SPACE SIGNED: 12/14/2017
WOOD FRAMING
OR 2X BUCK MI WINDOWS AND DOORS, LLC ��11111+rr11/y
8Y OTHERS 650 GRATZ,SPA 17030-0370 STREETT MARKET ;wJ�'�CENS'k'9s
F'= r.
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
VERTICAL CROSS SECTION 36" X 84"— LMI D (
WOOD FRAMING OR 2XBUCK INSTALLATION FLANGE INSTALLATION DETAILS wJJOy TI`7 4F�,,
DRAWN: DWG N0. REV 'i�'�'�.S ZORIDP
��NTERIORAND EXTERIOR FINISHES,BYOTHERS, DATE OS sTES: 0EE545 B j/��S�Q�(Ail�
NOT SHOWN FOR CLARITY NTS 12/09/2014 4 OF 11
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERDLEWISTO ILLE,NC Luis R. Lomas P.E.
f432 WOO.0609 RDLEWISVILLEpe.com 23 FL No.: 62514
434-G88�0809 rifomas�lrfanaspe.com
AIL
REVISIONS
REV DESCRIPTION DATE APPROVED
1/2" MIN
EDGE DISTANCE A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
METAL B REVISED GLASS 10/02/17 R.L.
STRUCTURE
BY OTHERS 1/4" MAX.
SHIM SPACE
APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
#10 SMS OR #10 SMS OR
SELF DRILLING SELF DRILLING INTERIOR
SCREW SCREWS
INTERIOR
1�2
MIN.
EDGE
' DISTANCE .
T EXTERIOR
EXTERIOR MI.
STRUMF
BACKER ROD
BY OTHERS BACKER
APPROVED
\ SEALANT
/>. JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED _
STRUCTURAL
BACKER ROD SEALANT
& APPROVED
SEALANT 1/4" MAX.
SHIM SPACE SIGNED:12/14/2017
METAL
STRUCTURE
MI WINDOWS AND DOORS, LLC I \���>��1114/o�r'r�
BY OTHERS 650 WEST MARKET STREET �"��
GRATZ, PA 17030-0370 w 'v. 41
VERTICAL CROSS SECTION SERIES 185 ALUMINUM SINGLE HUNG WINDOWATAT'
METAL STRUCTURE INSTALLATION36" X 84"— LMI
FLANGE INSTALLATION DETAILS OF' - ..
NOTES: DRAWN: DWG NO. REV1.INTERIOR AND
NOT SHOWNFORC EXTERIOR FINISHES,BY OTHERS, s E DATE 08 SHGEEi45 B rf�ls.aNAl� \�1.
2.PERIMETERAND JOINT SEALANT BY OTHERS TO BE NTS 12/09/2014 5 OF 11
DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTO LOMAS P.E.
1432 WOODFORD RDLEWISV1LLE,NC27023 Luis R. Lomas P.E.
434.6880609 llamas@hlomaspe.cnm FL NO.: 62514
2 1/2" MIN. REVISIONS`
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
BY OTHERS . '° n ° e B REVISED GLASS 10/02/17 R.L.
a ° 1 1/4" MIN.
OPTIONAL 1X BUCK EMBEDMENT
SEE NOTES 3 — 7 ° 1 1/4" MIN. 1/4" MAX.
SHEET 1 EMBEDMENT SHIM SPACE
CONCRETE/MASONRY \
1/4" MAX. j BY OTHERS ,
BACKER ROD SHIM SPACE
& APPROVED oa
SEALANT
0
3/16" TAPCON 3/16" TAPCON o "
INTERIOR
INTERIOR -
I
2 1/2„ i
MIN. >.
EDGE v
EXTERIOR DISTANCE '
d EXTERIOR
BACKER ROD
& APPROVED
OPTIONAL 1X BUCK SEALANT
\ SEE NOTES 3 — 7
SHEET 1 JAMB INSTALLATION DETAIL
BACKER ROD CONCRETEIMASONRY INSTALLATION
& APPROVED SILL TO BE SET
SEALANT IN A BED OF NOTES:
APPROVED
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
STRUCTURAL
OPTIONAL IX BUCK SEALANT NOT SHOWN FOR CLARITY.
SEE NOTE 3 — 7 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SHEET 1DESIGNED IN ACCORDANCE WITH ASTM 1/4" MAX. SIGNED:12/14/2017
r SHIM SPACE
CONCRETE/MASONRY MI WINDOWS AND DOORS, LLC \\01llL�I/j��f.
BY OTHERS 650 WEST MARKET STREET `�����\ GEry�tl,9�jr`
GRATZ, PA 17030-0370 `v � & cP
° c SERIES 185 ALUMINUM SINGLE HUNG WINDOW *� q
a
36" X 84"— LMI y, tOr
°a. a FLANGE INSTALLATION DETAILS y0ATAG s.
n ° DRAWN: DWG N0.
N.G. 08-02545 s
VERTICAL CROSS SECTION SCALE NTS DATE 12/09/2014 1SHEET 6 OF 11 ��II(a111a11��\.
CONCRETE/MASONRY INSTALLATION
L ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
10.32 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514
434-688-0609 rllomas@tH maspe.com
REVISIONS
1/2" MIN REV DESCRIPTION DATE APPROVED
EDGE DISTANCE A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
WOOD FRAMING B REVISED GLASS 10/02/17 R.L.
OR 2X BUCK
BY OTHERS
BACKER ROD : 1/4" MAX.
& APPROVED SHIM SPACE 1 1/4" MIN. 1/4" MAX.
SEALANT EMBEDMENT SHIM SPACE
#10 WOOD SCREW J�
1/2"
MIN
EDGE INTERIOR
INTERIOR DISTANCE
#10 WOOD
SCREW i
WOOD FRAMING EXTERIOR
OR 2X BUCK BACKER ROD
BY OTHERS & APPROVED
SEALANT
EXTERIOR
/ JAMB INSTALLATION DETAIL i
C
WOOD FRAMING OR 2X BUCK INSTALLATION
u, SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
BACKER ROD SEALANT
& APPROVED
SEALANT 1/4" MAX.
SHIM SPACE SIGNED: 12/14/2017
WOOD FRAMING
OR 2X BUCK MI WINDOWS AND DOORS, LLC ���'tiltllrrlii
BY OTHERS 650 WEST MARKET STREET
GRATZ, PA 17030-0370 ` Sr. 'EN r
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
VERTICAL CROSS SECTION 36" X 84"— LMI � ( *
WOOD FRAMING OR 2X BUCK INSTALLATION FINLESS INSTALLATION DETAILS r. TAT OF
NO DRAWN:
EXTERIOR FINISHES,BYOTHERS, DRAWN: DWG NO.
1. 03-02545E
NOT SHOWN FOR CLARITY. scALE DATE 502EB
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE NTS 12/09/2014 7 OF 11
DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTO LOMAS P.E.
10.32 WOODFORD RD LEWISVILLE,NC27023 LUIS R. Lomas P.E.
434-588-0609 rllomas@lrlornaspe.com FL No.: 62$14
REVISIONS
1/2" MIN
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
METAL A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
STRUCTURE
BY OTHERS 1/4" MAX. B REVISED GLASS 10/02/17 R.L.
r SHIM SPACE
APPROVED J
SEALANT
1/4" MAX.
SHIM SPACE
#10 SMS OR #10 SMS OR
Ili 11 SELF DRILLING SELF DRILLING INTERIOR
SCREW SCREWS
INTERIOR
®rr �l
1/2
MIN.
EDGE
DISTANCE
1 EXTERIOR
METAL BACKER ROD
STRUCTURE &. APPROVED
EXTERIOR BY OTHERS SEALANT _
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
/ SILL TO BE SET
C IN A BED OF
APPROVED
STRUCTURAL
BACKER ROD SEALANT
& APPROVED'
SEALANT
1/4" MAX.
SHIM SPACE
SIGNED:12/14/2017
METAL
STRUCTURE —� MI WINDOWS AND DOORS LLC tt�111I1Iri
BY OTHERS650 WEST MARKET STREET �QTj�,�
GRATZ, PA 17030-0370 v;•�� E.Niq�•9cP
VERTICAL CROSS SECTION SERIES 185 ALUMINUM SINGLE HUNG WINDOWo6i
METAL STRUCTURE INSTALLATION 36" X 84'x— LMI
FINLESS INSTALLATION DETAILS y0 TAT OFA
NOTES: DRAWN: DWC N0. REV ���` COFt1�§:''\
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, c\�
NOT SHOWN FOR CLARITY N.G.s E DATE OS 50 X545 B ire/ ONALt R\�v:
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE NTS 12/09/2014 8 OF 11
DESIGNED INACCORDANCE WITH ASTM E2112 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RDLEWISVILLE,NC27023 FL No.: 62514
434-08-0609 dlmnasCdldomaspacom
41
2 1/2" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
BY OTHERS a � a B REVISED GLASS 10/02/17 R.L.
a e
a • a.
'a. 1 1/4" MIN.
OPTIONAL 1X BUCK EMBEDMENT
SEE NOTES 3 — 7 1 1/4" MIN.
SHEET 1 + EMBEDMENT
CONCRETE/MASONRY
1/4" MAX. BY OTHERS OPTIONAL 1 X BUCK
SEE NOTES 3 — 7
BACKER ROD SHIM SPACE'
& APPROVED a SHEET 1
SEALANT °
3/16" TAPCON 3/16" TAPCON 0v
1/4" MAX.
SHIM SPACE
INTERIOR
INTERIOR
_2
MIN. c '
EDGE' a "
EXTERIOR DISTANCE °
�^ EXTERIOR
BACKER ROD
& APPROVED
SEALANT
�r JAMB INSTALLATION DETAIL
SILL TO BE SET CONCRETEMIASONRYfA1STALLATION
IN A BED OF
BACKER ROD APPROVED
& APPROVED STRUCTURAL
SEALANT SEALANT NOTES:
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
OPTIONAL 1X BUCK
1/4" MAX, NOT SHOWN FOR CLARITY.
SEE NOTE 3 — 7 SHIM SPACE 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SHEET 1 DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:12/14/2017
CONCRETE/MASONRY MI WINDOWS AND DOORS, LLC
BY OTHERSe a 650 WEST MARKET STREET
a - GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW -* 6E
a 36" X 84"— LMI
FINLESS INSTALLATION DETAILS 0, TAT QF
`. DRAWN: I DWG N0. REV / � �QR10�S;G\ N
VERTICAL CROSS SECTION N.G. 08-02545 B �i S
CONCRETE/MASONRY INSTALLATION SCALE NTS AAS 12/09 2014 s"eEr9 OF 11 Oji/f00Atl t�l�
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514
434-GBS-0609 NlomasC@Idomaspe.com
REVISIONS
1 1/4" MIN. REV DESCRIPTION DATEAPPROVED
APPROVEDEMBEDMENT A REVISED ANCHOR SPACING & CHARTS 07/11/1 .L
SEALANTLANT WOOD L.
BEHIND FIM FRAMING B REVISED GLASS 10/02/174.L.
BY OTHERS
1/4" MAX.
T SHIM SPACE
7/16" MIN J
EDGE DISTANCE
WOOD FRAMING1/4" MAX
#8 WOOD SCREW BY OTHERS � SHIM SPACE
#8 WOOD
SCREW
1 1/4" INTERIOR
MIN.
EXTERIOR
�I I EMBEDMENT
t{ INTERIOR APPROVED
SEALANT
BEHIND FIN
/ 7/16" MIN EXTERIOR -
EDGE DISTANCE
i-9
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
1/4" MAX NOT SHOWN FOR CLARITY.
SHIM SPACE 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
A4t pp �- SIGNED: 12/14/2017
7/16" MIN
EDGE DISTANCE / MI WINDOWS AND DOORS, LLC ����rit1llllrii�i
6WEST MARKET STREET
/�8 WOOD WOOD
GR GRATZ, PA 17030-0370
. ..:.t,....
SCREW FRAMING r • i.
t t/a" MIN. BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW ro o 61 t�T
APPROVED EMBEDMENT 36" X 84"— LMI (�
SEALANT FIN INSTALLATION DETAILSo; TAT AF
BEHIND FIN VERTICAL
WOOD FRAMING OR2OBUCK INS ALLA ION DRAWN: DWG No. 08-02545 RB R' �..
SCALE NTS DATE 12�09�2014 SHEET 10 OF 1 1 �7ft11,tN1A1;`����
L.ROBERTO LOMAS P.E. Luis R. Lamas P.E.
1432 WOODFORD RDLEWISVILLE,NC27023 FL No.: 62514
434-08&0609 rllomasLMlAornaspaxom
Alk
REVISIONS
2 3/16" 1 7/8" 1 3/B'f-- REV DESCRIPTION DATE APPROVED
{ A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
B REVISED GLASS 10/02/17 R.L.
13/16" "T' -lwl 2 3/16" 2 3/16"
F 1 5pj;;Lj
FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB 5/8"
CM-18501 CM-18503 CM-18553 CM-18513
ALUMINUM 6063-T5.050'THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.050'THICK ALUMINUM 6063-T5.050"THICK 1/II" ANN.
3/32 ANN.
I— 2 5/16" —1 2 5/16"—1 2 5/16" �I .090 PVB BY KURARAY
I 3/32" ANN.
2 3/16" EXTERIOR —METAL REINFORCED I/
BUTYL SPACER
3 3/8" 2 13/lE" 3/4" INTERIOR
2 5/16" 1/2" BITE
U_-- SILICONE
— SEALANT
FLANGE FRAME SILL FINLESS FRAME SILL SETTING BLOCK
CM-18502 CM-18554 FIN FRAME SILL FIN FRAME HEAD GLAZI::G DETAIL {
ALUMINUM6"963-T5.055"THICK ALUMINUM 6063-T5.055"THICK CM-18509 CM-18508
ALUMINUM 6063-T5.055"THICK ALUMINUM 6063-T5.050"THICK
1 7/16" 2 3/8"
��
2 5/16" 2 3/16"
LOCK RAlUS 2T-
LIJ
'ILE SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB
CM-18505 CM-18555 CM-18504 CM-
ALUMINUM 6063-T5.062"THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.055"THICK
ALUMINUM 6063-T5.-T5.050"THICK
SIGNED:12/14/2017
1/8 1 3/8'
r MI WINDOWS AND DOORS, LLC `\```� O
tit111 7�t7r..
I 650 WEST MARKET STREET f1'ri.
GRATZ, PA 17030-0370 ti vJ ���+EryS°qiP�
1" 15/16" • is
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
1 SASH STILE 36" X 84"— LMI .a
COMPONENTS �A TAT(,> + OF 5,
GLAZING BEAD CM-18507 ,
CM-18535 ALUMINUM 6063-T5.050"THICK + �
RIGID PVC.050'THICK DRAwN: DWG NO. REv �rf��s ZORtid � ��..'
N.G. 08-02545 B t� 70
SCALE NTS DATE 12/09/2014 SHEET 11 OF 1 1 .ljTlll�i41�\�\,\
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RDLEWISVILLE,NC27023 FL No.: 62514
434-688-0609 dlomas@trfomaspe.com
FloeAa Burling Code Online Page 1 of 4
._
BQS Home i Log In j User Registration ; Hot Topics Submit Surcharge Stats&Facts ( Publications I Contact Us i BQS Site Map { Unks Search
�fOCiUd LL
Product Approval
$ USER:Public User
i'=G tl"16l
Product Approml Menu>Product or Application Search>Application List>Application Detail
m„.
FL# FL15280-R2
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Plastpro Inc./Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES,CA 90045
(440)969-9773 Ext 16
rickw@rwbidgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbidgconsultants.com
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd.
Los Angeles,CA 90045
(440)969-9773 Ext 18
scottjohnson@plastproinc.com
Quality Assurance Representative Ran O'Connell
Address/Phone/Email 5200 W Century Blvd.
Los Angeles,CA 90045
(440)469-9773 Ext 16
ronoconnell@plastpro.com
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
13 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Ryan J.King,P.E.
R Validation Checklist-Hardcopy Received
Certificate of Independence FL15180 R2 COI fp1 Certificate of Independence.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1929 1996
ASTM D2843 1999
ASTM D635 1948
ASTM D638 2003
ASTM E1300 2004
ASTM E84 - 2005
ASTM G155 2005
ASTM G26 1995
TAS 201,202,203 1994
l,ttnc•//www floridahuildins,ora/Dr/pr app dtl.aspx?param=wGEVXQwtDgsidcHd6ieP8H... 1/25/2019
Florida Bu ding Code Online Page 2 of 4
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15180 R2 Eauty (b}Eouivalencv of Standards odf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/17/2017
Date Validated 10/16/2017
Date Pending FBC Approval 10/17/2017
Date Approved 12/12/2017
S mary of Products
FL# Model,Number or Name Description
15180.1 a.Smooth/Wood Grain/White 6'8"Impact"Glazed Fiberglass Single Door with"Impact"
Wood Grain/Rustic/Mahogany Sidelite(s)-Outswing(X,OX or XO,OXO Configurations)
Series N Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes EL15180 R2 I1 (b}Inst 15180 1 odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15180.1 for Design Pressure Ratings,any FLIS180 R2 AE (b}Eval 15180 1 odf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
,pQrticulars.
15180.2 b.Smooth/Wood Grain/White 6'8"Impact"Glazed Fiberglass Double Door with or without
Wood Grain/Rustic/Mahogany "Impact"Sidelites-Outswing(XX or OXXO-Configurations)
Series N Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FLIS180 R2 II (b)Inst 15180 2 odf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:NIA Evaluation Reports
Other:See INST 15180.2 for Design Pressure Ratings,any FLIS180 R2 AE (b)Eva) 15180.2.odf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15180.3 c.Smooth/Wood Grain/White 8'0"Impact"Glazed Fiberglass Single Door with"Impact"
Wood Grain/Rustic/Mahogany Sidelite(s)-Outswing(X,OX or XO,OXO Configurations)
Series N Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15180 R2 II (b)Inst 15180.3.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design pressure:N/A Evaluation Reports
Other:See INST 15180.3 for Design Pressure Ratings,any FL15180 R2 AE (b)Eval 15180.3.odf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15180.4 d.Smooth/Wood Grain/White 8'0"Impact"Glazed Fiberglass Double Door with or without
Wood Grain/Rustic/Mahogany "Impact"Sidelites-Outswing(XX or OXXO-Configurations)
Series N Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15180 R2 II (b)Inst 15180 4.r)df
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15180.4 for Design Pressure Ratings,any FLIS180 R2 AE (b)Eval 15180.4.odf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15180.5 e.Smooth/Wood Grain/White 6'8"Impact"Opaque Fiberglass Single Door with"Impact"
Wood Grain/Rustic/Mahogany Sidelite(s)-Outswing(X,OX or XO,OXO Configurations)
Series N Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FLI$180 R2 II (b)Inst 15180.5_pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
httr,c•//www-floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsidcHd6ieP8H... 1/25/2019
Florida Building Code Offline Page 3 of 4
10 See INST 15180.5 for Design Pressure Ratings,any FL15180 R2 AE (b)Eval I 15180.5.r)d
additional
use limitations,Installation instructions and product Created by Independent Third Party:Yes
particulars. 1 1
15180.6 f.Smooth/Wood Grain/White 6'8"Impact"Opaque Fiberglass Double Door
r with or without
Wood Grain/Rustic/Mahogany "Impact,Sidelites-Outswing(XX or OXXO-Configurations)
Series N Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15180 R2. 11 (b)Tnst 15180,6.2d
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant-Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Omer:see iN5T isieo.e for vewq. ..y ELL5260 R2 AC 1b-)-.r=yaj i19 r,df
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15180.7 g.Smooth/Wood Grain/White 8'0"Impact"Opaque Fiberglass Single Door with"Impact"
Wood Grain/Rustic/Mahogany Sidelite(s)-Outswing(X,OX or XO,OXO Configurations)
Series N Fiberglass Door
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FLIS180 R2 11 (b)Inst 15180.7,odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15180.7 for Design Pressure Ratings,any FLIS180 R2 AE (blEval 15180.7.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars. 1
15180.8 h.Smooth/Wood Grain/White 8'0"Impact"Opaque Fiberglass Double Door with or without
Wood Grain/Rustic/Mahogany "Impact"Sidelites-Outswing(XX or OXXO-Configurations)
Series N Fiberglass Door
Limits of Use Installation Instruction's
Approved for use In HVHZ:Yes FL15180 R2 11 (b)Inst LSQ.S.od
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15180.8 for Design Pressure Ratings,any FL1S180 R2 AE (b)Eval 1S180.8.od
additional use limitations,Installation instructions and product -Created by Independent Third Party:Yes
particulars.
15180.9 1.Smooth/Wood Grain/White 6'8"Impact"Opaque Fiberglass Single Door with"Non-
Wood Grain/Rustic/Mahogany Impact"Sidelite(s)-Outswing(OX or XO,OXO
Series N Fiberglass Door Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FI-15180 R2 II (b)Inst 15180.9.pd
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15180.9 for Design Pressure Ratings,any FL15180 R2 AE (b)Eval 15180.9.pd
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15180.10 i.Smooth/Wood Grain/White 6'8"Impact"Opaque Fiberglass Double Door with"Non-
Wood Grain/Rustic/Mahogany Impact"Sidelites-Outswing(OXXO-Configuration)
Series N Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15180 R2 II (b)Inst 15180.10.r)d
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other.See INST 15180.10 for Design Pressure Ratings,any fl-15180 R2 AE (b)Eval 15180.10.0
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15180.11 Fk.Smooth/Wood Grain/White 8'0"Impact"Opaque Fiberglass Single Door with"Non-
Wood Grain/Rustic/Mahogany Impact"Sidelite(s)-Outswing(OX or XO,OXO
Series N Fiberglass Door Configurations)
Limits of Use Installation Instruction's
Approved for use in HVHZ:Yes FLIS180 R2 11 (b)Inst 15180.11.od
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15180.11 for Design Pressure Ratings,any FL15180 R2 AE (b)Eval 15180.11-od
additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes
particulars.
15180.12 1.Smooth/Wood Grain/White 8'0"Impact"Opaque Fiberglass Double Door with"Non-
Wood Grain/Rustic/Mahogany Impact"Sidelites-Outswing(OXXO-Configuration)
Series N Fiberglass Door
flnridnhiii1dincr,nrg/nr/r)r ant) dtl.asr)x?i)aram=wGEVXQwtDqsidcHd6ieP8H... 1/25/2019
Florida Adding Code Online Page 4 of 4
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15180 R2 II (b)Inst 15180.12.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
other:See INST 15180.12 for Design Pressure Ratings,any FL15180 R2 AE (b)Eval 15180.12.odf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
Back Next
Contact us::7601 Blair Stone Road.Tallahassee FL 32399 Phone,850-487-1824
The State of Florida is an AA/EE-0 employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public retards.If you do not want your a-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395. Pursuant m Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The
emails provided may be used for official 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
click here.
Product Approval Accepts:
®ag
Credit Card
Safe
bttns://www.floridabuilding.org/pr/pr app_4tl.aspx?param=wGEVXQwtDgsidcHd6ieP8H... 1/25/2019
r .: ti ✓�
ti
}}
5--00 w. CENTURY'BLVD ,v..,
r
LOS
ANGEL 47r'CA` 0604+J: �y,,'
r cif/
• • ♦ gls
Sn ooh ' toad Gran I VV 00 Waac!°Gr i t . . W
:.:. '..
I1SfitC Q�10 QC1 —tis.o Mntc our�au Fe �wlo + : ;4
:.
. 3T5':htAl4: '
Sersl F1� 4'�' dS Drar:: 725"MAk `: :.` -- - OYFRALL >
:'
. FRFsMEtiYiOtH:.
�ENEftAt Nrr3TE5 :: :;w�.
d" Q
i. ThTs Pr9.ducf has ll9en eValupfed dts in C 9Qopifgrice with the b#h:Edlifon{ZO17)•Fioiido:0 (ding s,
®®
Code{FBG)..SWcfurat requkemerrfshcluditig the High Velaclty Hunicanelana"(NVHXl,
:..: :.
o '
t s,: r emtiedme t#o Base
ld
Product onchols shall be;as6s#ed aid spaced ns shown on�#e aU AnChv, n ki
Q »..
C)
d Wdl shaliJie beyohd woU drassag orstucco.: Q�:
3. When iced in.th6'!kVHe.thls product compUes,with Sedon 1626of the Flbildo:Butlding Code and :
:does riot require ari impact resl0o(i covering.: a
L
is
4.
YJhenusedJn6iegsrecjuiringwindtiomed9bRS#rotectinnth&producfcompge5vrith:FBCSect(ans �o}p
: : 160➢:i 2&tt30i 2 i and d<xes not quiro an iinpocYresisfantcaverfng This product rileats missile
:level V orid Includes Wind lone�4ds defined In ARM-E1996 rind FBC 5optionsli .12.2 8.
R30T,2 t 2a; "
5 ,For:N slud fromirig constnlation;csrchodrig:of these units shall be tris same os That shci�vrrtgt 2rc: 9 RU
: : `o
6ucic masoniy construction. :. .
ei tsaf• dr n re uiieturfheren 7needn anai b
b. 'Slta;condifions that deviaf6 tram fha d a t .this owi g, q g. g . ysts y .
:
G ligenseri engineer or rogls#ered:a ctlltecf
m n for':HVHZ
�k
7. u n ao H raga s me fi water fntillrafion re uxe e h
. Q tbYri U:.a1.gu . .n• . e. . . R,..., .: . .
7aSiS t?F Cl7NTENTS: MAX MAX $IPELffE DE URE(f SF) D)SiGN i'RESSURE(PSF)
SHJf1 DESGRtMtUN : :' CONOGURAtION : "FRAME D:k.CG: ..: w N
S/GNN WING OUT W1NG .. .
A i lcai'elevatiaris;:de n ressuras& anertlTno ;_' . DIMENSION:' AiMEMStON` F'C7STlIVESENIGAT'1VE , POSITIVE='S NEGATIVr n
.. ... .. ..
DOW onel data is
3 5. e . . eta and l Q 'x 37:5"X 80 5' : ' NIA. +47,4. 7,5 < : +JrO.0 54.x: �` z
{ LievotTans oirr:Q2/2t'.i2 z
5 odzott tll Class'saclians b 2b"xC 8d'5"' mel x b2 63" f Jr�. scget"IV.7
tt
b Vertical"cross se llon4.
'. owc e'r J
VsecSbnsO k
X/xt5 7 +50 0: : fXO t i5 4'}C 80 E . 20 b }C b2.68" +50{� 0: + 0 0 54 Q: cHx aroandngNO.,a1:ma ertats and cparrients
L 5
0
sriceT 1'� oe"10 N"
w w, 0.ar INTERIbR 0.81^ -- 1.27.-'
'1.39 ..
TOP RAIL. W t
(COMP.. �� �'•• �` �'o�m
���''',•.... ..- \\\\\`` z.'as o
�I � !lIII 1111\ ���•:z
FOAM CORE °
STILE is Z
STILE:: (POLYUREHANE- -
- LOCKBLOCK (COMP.)
COMP. 1.9 PCF MIN. -
I . ).. 1 .�
l20"LONG WOOD): [ :EXTERIOR a °
EXTE -_—. STILEREINFORCEMENT qq
;
F
m;0.
o .:STILE REINFORCEMENT ; (WOOD).:'
m ; \I
w. ::(WOOD)
.. ..ii .. .. .. i:: ..
R NORIIOM'AL:CRO$SSECTION
a.
is i 'is �: i ii
r: :i is i:: i i ... :i .
^ ::: ::• ::: i ii i
`: •.
..
me
.A
zo
�- ::DOOR '�-� : ::
WOVEN Q
f OC W
BERG m
P3q'EL WH
H LASS
N
c�
— oQ;1 TERI R o .
0
g
!— INTERIOR EXTERIOR:.
F010 _ � �:i ::: :: : y
EXTERIOR'
SMC SHEEP
,SEE HARDWARE
td :CHART .
N
a< BOOR SKIN ETA
QQ --
�i
:2
as
..
.. .. ..
N N d
Z
N Z :V
aie 02 21' 2: tl
4 - ._
NARDNIZE TABLE e
1 BOTTOM RAIL sat¢:.' N.TS. ' 'S
s MANUFACTURER : MODEL ) ewa:tr 'JK :m
(COMB.
.F
CHK.8r (.FS ;
e: DOOR KNOB: : SIGNATURE SERIES .:; : 1 VERTICAL CROS SECTION e8Awu+a ao.:::
AU
KWIKSET DEADDOLT., SIGNATURE SERIES(M) a FL-151)30.5 ; T
sm�T 2 a 10
f
GI
081 t.T9" 081 122 Z! ••
.EXTERIOR .. � .. t ••
,,iii;�••. `,�� ��m q
:Wil
:STILE:.: INTERIOR STILE t t tt �:n•:
TOPOIL
Or.
i
m : ::
{ ) (COMP.) s= COMP. i C e
{ :
2i
5.
S10.ER9NFORCEMENT . _. $
of
STILEtETNT-ORCEMENT _ .: �� �.
WOOD
Opp i
:3i HORIZONTAL CROSS SEC.T.ION: {
} fatitiCORE
(POLYURETHANES
'�g:;..
19
:. PCFMIN;J
STRUCTURAL SILICiNE DOW 995
S
NON TRUCTURALSEALANT ::' EXT.:
I'!OVERALL GLASS THK.
z
1)8'ANNEALED:dLASS
35.7S'PM L
m
`d
WIDTHDOW
_ .
SAFLE7(®FVB
.. ...
... 24.22'MAX.
INTERLAYER
ft2AME WIDTH.. T!8'.ANNEALED:GlASS :INTER} R : EXTERIOR: :.
S' 4
3 20.StY'MAX. . AIR SPACE o . ::
f
D:LO.WIDTH 218 TEMPEREDC,TASS �I a
T9 X 1-314'PPH,i ALUMINUM SPACER
1 SELFORILLING SMS': TNL'
'm
3A .:
NON STRUCTURAL$EAT.ANT
c DEratu
f18ERGlASS SKIN
O p
� ..�
(SEE DETAIL
:o T.
o: a IN •R in
o.. 0 . U
f?
FIBERGLASS:
a
0.063' o a z
1
M
its
a r
N
:r
j
C5 z
4'.25 ODLtlTFfXAME _ :f18ERGtASSSMN" EXTERIOR i01TOMRAIL o
$A :0.06rTHK.': ' COMP.} Q+TEi02 2T' T2 ' 6
(iYP} : INum} sort:.: N.T:;S.
m
ODLiff RAW: : -
p
DOOR SKIN DEfArt
d0'SIDELTTEPANE4 LFS
r2 N VERTlCAi CROSS SECTION 3 .
rc
N
fT_ 'TSl80.5 .o
R.1(3iems%Plastpro,Inc PERMANENT%-Florida Product ApproalAFL-151W Impan Fiberglass Door-OutsMng%C-Drawings\FL-1516116TH ED.(2017{LFL-151805-&dwg,14
...... .. ..:................ .............:._......................................................................... .._ ....................................................... .................... _..... .......
................. ......................._......................................._........... ... ....................... ........ ... ......_..................................._ ..... ...... .. ......
.... .... ........_......... ................................................................ .............. ............... ..................
.... ... .._.... ... .......
.... ..........................._...............................................................
......... ............I............... .. ........................I..................
....-..._ .......... .. ........
r
... ..... .. ... ..... ... ................
. .y0. ..d.... P .. ... .. . ..... ..
.. .......................................... P .. ...
x .. ... ..,... .. ..
P N
........ ..._.... ........... ...... .................. .....................................__................ -.
..... ... ... ..... .... .. .... .. .. ... .... .. .. .. ... ...
. .......... ............... ...... ......I......
_.....4t A................ _... ...-- .
......................._............................. .... _-...
:::
.......... 4..... .......
.............. ..................... :: ::........................ ......
...
.......... ....... ...........................:................. ................. ... .. ... .... ...
...... . .....
................. ......
............
.....
.................................................�..Vz...... A.. .... H.N. ....................�..... .......
_. .
O
_..... .................... ................. ............. ............................ ................
........ ........................................ ..... ........
OQ o
O..
.....P. ....................... .......... ........
x ...................
13;
... ......... ...... .x
.......
..................
...
_. ............................................................. ..... u .. ❑ ....
::
.:..:::.:::":.':::' .:................
........ ...... ..........._ _. .... .. .... ..a:....................................... ...... ....... ...
a
............ .......... .. .... ..._ ........ ...... _.......... ... .... ......... ..
..................
_.... ..
....................
.......-..
V r
I ..
...... .....r.,....;.......; .. ........
.... . . . . .. ..... .......................:... .......... .... .. .... ................
...
...........
.....
. . . . ...... ......... ....... ........ ... ...... ........ . .... ..... . -........
...
. ...... .. ...I.,.....................I.............. ...... .... .. ........
....... ........................:.::::.::::':......!...................... :::::: .: .......... .......
...... ..................
bs ....... ..... .... .....
.....
......
:.............. ................ .............. ............................................ ... ..... ... .........
Oo .. ..................._........... ..... ...
........ ............
.....
.... ...............�.......... _...
..
..
D
❑ ...
.....
.. ... ....... .....................0............ .. .... .. ❑ ... ..OT..�................... ...... .......-.. _..- ...
... . . .....................I...................O
..
.............
........................
.. .. ...... .. ................... .. ...... ..
.... ......... .. ....................... ......... .... ........
.... n ...............--... ..........
. ...........
... ..... . .. .......
::'c
.... ..... .....
.. .. ....
.......... .: s
...... ......... ... ... ... ...........
........................:.
....... ....... ..............
...................
...................I............................
... .....
.. ..................
................. . .......I......
.........
:...... ..... ....__..... .................... ......-.................... ... .......... ............ ... _.............. .... ...................................... ........ .........
.... .... .. .... .... .. ........ .
................ . .............. ..
.......
._..
.. .
.
...... qtr
,' No-a3aas
... ................................. ........... ......................._................._........
. ... g...F.. .�.................... .... ......_. ..................... ............PRODUCT-... ...............................ftwmuw.Prepdmd..ey.� .. ......._..
st c5 �'
�..^.� . PIASIPRO.INC................Lyndon..F...Sehmldc......!f, �'�yOt801� `\.. ...... ....
3 o F18ERGLAS$:DOOR... .....P.E,No...�340.9..........._.! / L� \\\
4..:.t.�••.....:.::y ...._......................:........:...........................1jf� { '::.. -..._......
.... 7/111111{
r -i 2 -772-471-7 UPDATE TO 67H W. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANT", INC. ....__..
.. .....
. ......j.-.'p:.:�I:Z Ui:. :a:: 2..15:UPDFfTE aO::STH:ED:::2QT�:FBC:::::::JK::..:.:..:...... ........::::::::.::.::::':::::: P.O.-Boil•2W;-Wirtro:..FL'33595......
�p
in w NO DATE gY ••ELEVATIONS Pham No,: 813.859.9197
REVISIONS_.....-- .....................-..................................-..............FBPE.O.A...No..9813.. . .....
:.........thy.20'10-R:W:-B—DWG-CCKBULTAM•BINC:...... ........... ...................................... .................................................................................... .........................
p° EXTERIOR: 9 #1 K
D M EXTERIOR
r \ y0y
+" :d s m
' K "� m n:l 6EE NOTE! � � d
op,.. °
° AwINTERIOR
g:
INTERIOR : � : ��� � 2t 20
..: 0.1
.e 21 2D '1-1/4 MIN•: AC C:'SINK
": °:.'d 15 MB7:(TYP,): 2# 20 }: z o.
:E
N C-SINK ii 1-1/4".MIN. : : oy.
: a
t: EMB.(17a: : .
!: ) .. z' arm:
9: G: 4 HORIZONTA#CRCISSSECfTON r�. N
s HORrrOVTAI CROSS SEC'RON
E` Shownw lXSub-bu k::: ` �'
:5 ! c .. o m
0
5
-HO
SECTION
o�
NO1E..
a
.. ... ..
t:Spacing for item x;6"hom'ends
80
m e and e
N pac ua� s e
Q . .d atone .. i
stdallte 1946101).: EXTERIOR EXTERIORt 9 K SEE NOTI 1 '
#0 '
.�
SEENOTE T K :: z
LA
• z p
X.
m
a
a . a=
q
0
w
I (NTERlOR ] INTERIOR
ao. Z
ogre
03 21 12
�,
SCAM E:N.T.S. 9
R. 21: � . ' : . 21` 20 �(, . . . : : owa.ar•.: JK m
2' HORIXOWAt GROSS SECTION ` �3 HOR(ZONI"A1 CROSS SECTION cwc.err iF5 a
5.. Shown with 2X reinforcement. Q Showri with 2X reinforcement DR""�"°i N
FL.:15180.5 Q
suet co.:10 t�
FOQients\PLs o,Inc PERMANENTkA-FWda Product Apprwals\FL-15180 Impact Fibuglau Door-Outywing\C-DraMngs\FL-15180 6TH ED,(2017AFL-15190-'-8dwg_1-6
...................................;.......................................................................................... ................... ................... ......
.... ......... .. .............................................................................. ....... .......... ...................... ...... ...... ......... ....... ......
. ... .... ...................................... ..........................I......... ....................... ..... .......... ........... .......... .........
.......... ............... ............................ .. . ....... ...... .......... ............................ ..................... .......
.............
M
70
0.... ..... ....
........... .....
0.
.... .................
.. .... ...........
............
............. .......... ......-................... ........ ...... ............... ...... ....
...... ................ ... ............
............................. ......... .......... ..................... ........ ......... ....... ...............
.................. ...... ........................
T. ..... ...................................................................... ......................... ................. ......
ss
0............
�................. .......
................................ ...... ....... .... .. .......... . .........
..
..... .... ........... ..............I...... ..... ............ ......
....... .......................................... .............. ......
......
. ........ ... ................ ............ ............... ... .......
XMN ......
.... ... ..........
...........
w.
............... ............. .... ................ .............. M. ...........
22
............................ .. .......... I
..... ....I.. ....... ............. ... . ....... .......
........................ ...........
...... ... ...... . ....
. ............ ... ..... .. .... ................... .. ........ ........ ......... ........
v.
..... ......... .. ............. .... ......................
.... . ........... .................... ...... ......
p.
.... ...... . .......
............. ....... ... ......... ............... ..... -
v...... .. . .........
...........
O
. ...................... . ....
.. . . .............................. ...
.... ....... ........ ...
........... . ......... ........ .........
M
. ... . .. ...... . . ........ ........ 0. .. .....
. ......... ........ .......
............
.......... .............
. .........
...... ... ............. ........... ........... .....
n
...........
CD -4
0
.... ... .... .... . ......
.. ............. ............... ........... ............... .. Z
... . ......
............
........... ....... ...........
................ ......... ....... ................. ..................... ....
q
.................. ........................ ...... ....................... ................ ... ..... .... . ...... ...........
.................. . .....
: -.. ........ .. ....
............................................... ...... ........... ......-
EMB
............. ............ .... ...................... ..................... ......... ..... .. ... .........�I.....:..I.. ........
........... ........... ... .............. ....... .....
............. ............................ ... ......- ............... ..
............. ...
... .... ........ "A SCK
.......... ............. .......... .. ....
A
.. ....... ........... .................................................
t�43409
........ ...
............. ... .....
........... ............................................
............ ...... ............ . ..........................
...........
Doormwnl..FhePared.glace ..
.... ..I.................... -PRODUCTZ-
... ...........
.............. PLASTPRO-INC............. Lyndon-F—Schmidt......�ek
No "3.44*
........... .............I.....................
........ ..... ......... ...... .................................
................ .. .........
,n
I
go�
2 2TTFF�W.�2O 17)). W
-4 !FBC:::: CROSS SEC770NS
BY Phone No.. 813.r.59.9197
VERTICAL
[N ...
JK PART OR ASSDABLY. CONSULTANTS, INP-
o- r- c
33595
*0."Box*iksb*.::Viili��. FV
P.
REVISIONS F8Pt.OA.Xo...8813 .... .... . .... ....... .
....... ......... ...... ... ...................................... ..........
. . ..... ........... ........ ............................................. ..... ....... .... . ........ ........ ......................- ......... -...............-
NOTE' �� ......
1.Spacing for Item K F from each and
a ° and at cente 'i.k81a} qa
a
N op
Z _ � : d a ° t: ��i�rf�• r;�'�*� c�>�ami
W
71'
:64
fi SEENQTE'1 L ~'yz ala
24 21 ; "' sEE NOTE
EXTERIOR INIERIOR EXTH210R INTERIOR
CK z
1. VERTICAL CROSSSECTN Q
" Z VERTICAL CROSS SI CTiON
�? f ShawrrwllX:sub- ck »
m
Z U
n
5EEN07E 1 K d0
IXTERIOR INTERIOR EXTERIOR: d4 INTERtLiR Z
: -
ca E
29 FI SEE NOTE f K
u
rw $A
4
qq t
.,
6ATC p2 21 12
•_: N.rS o
oo
Jb
s '
3 :VERTICAL CROSS SECTION -.-4-'N'VEMCAL CROSS SECTION uwo;e+: JK m
Ft-15f80,5 ' 'o
a'f o
i
,t rz
At
I �•��y :� �� J opO I°1a .
2.
4
4'
4°..
tnP•J gyp fTYP Ll
�• n Ii Ir
D
D Ii T1P HEAP
II TYP HEAP ci a
MASONRY , .71P,HFAp Bi JAW ?�
MASONRY (I MASO RY t I I t &JAMBS
OPENING &JAMBS a .
OPENING 1 OPENING
2XREIN FORCEMENt Ia w. t' 2XREINFORCEMENfi
2X SLICK QNLY SHOWN FOR REE i i L ONLY SHOWN FOR"REf I:i:: a cr
!! ("1 II:
2XBUCK 2X
II BUCK
it !i' m
o 0
:if II: a
1�U Ii O it
a O I I 11 I:I
1i • I,I tl'
ax
4
$ BUCKAhlCN(�1R1NG9NCKANCNORING BIJCKANCNpRING a
X - OX/XO O ua .
oQ
a CO g RETE-" Oh N01W
-
1.Concrete pnahof the maype adjusted to mafntafn the min.
adds disfdrrco fief Brio tairjdnfs. —
2.Concrete bril4idcalions»ofed ds"hii X.ONCEWER"must be adju4ted ld r B
yr
maintain the mtn,edge distance to mgrtar(ofih additional coricretd.anchgrs' a
mai,""q vd'fo:ensuro fhe'A4AX.ON:CENiER"dimensfonaie not 4wooded. Q
Con'crefed»choitabte:
'NQk ANCHtak A11A1 'ioCtE ABNC� bUN Df FRANCE po
N r Z
71 E6 M9i41Y X TS7A JAC�NF
ANdh000,02121112
N.
rs,
° TAPCON°: tj4" 1 114 2" { two-eY: JK m
u
� Elso;.
/,.r
® 1 1 ij4 :.. I" {" :' :: CeK.'ey.•i CFS 3
uIiRACON:
g : ttARmltdSSONWa00n'Z
MQpI, iWmulmdceierdlanced " .c.spocng ofgS
sO
n
El
wood screws to prevent fho sp ittIV of wood,': SHFei
a un
r
6"(TYP.j 8 oyP 3(lYP.jFr
�G.rJ��• `,��� y
T(TYP j 7"(TYP)
Irrr * !,`,�
6(TYP.) tttttit 1�
t
So
) to d 6 �,g
BUCK: g L. ?X BUCK c
g
MASONRY.`... ::
Lx !OPENING
J iXBUCK' MASONRY {5. `�' . J:lXBUCK MASONRY L 4BUCK!
OPENING OPW(NG
TYP HEAD TYF.0 J )X BUCK L TYP
FRAME d JAMBS HEAD AND
FRAME: JAMBS FRAME— aYP; HEAD AND a
JAMBS
2X BUCK n y/t : x
�6
2X BUCK L 0 2X BUCK � + u
H TYP.0SILL
H
r it U TYP TYP
€^ O p H D 7YP.0 SILL H o
SItL 0 SIL ®SILL o .
a
Ter U„ a a
Cr
.1u mw
}y-
FRAMEANCHORtNG FRAMEAfJCHORING FRAMEAN HORtHG
" X; XX OXO;
wx
o
W
g CONCRETEANCHORNOTE8
$' :1.Cono.ste orfoo:ldcofhnt at f m COMM May to 04W&d to tna/nfatn ft mim
edea distan4e hi makxJotnh O d
2.Cpricietaortchar:tbcptionsnateda3'Y+tA)GONCENtER"mtbsatljvsteilio
mafntainftieinln.erlgadistancefpmorinr.JoinfiaddlIID ad oncrelepnctwrs . G TX BUCK. 1XBUCK H -
:: majtlsesai'luhedtoensUfaShe'MAX.QN'CENtFXdlmon'stpnaehatexceeded:
:. 5.ConcrelaanchoFlpfNe ., a F
11A 2X BUCK MUCK K 9
"z MtN Ct2ARAQICE M!N CLfATiANCE n �
0
gg RH�xH4R. Aly�(tQR Mthlz iZ
� �Z tXPF SLTE ":EMBEbINENt TQMgSC1NRY TaALs1Ac@Nr: �p vii � a : 'a
1 �d 11W i � _ ta
DntEs 02f2! 12 .o
Rtco lea ,1/a ," d" .. N.T.S.
s ULTRACON HINGEDEtAII owe:et; JK m
tTw _ LAtCH&DEAAROttDETAR::
iA O °; 3/lb" 1 1/A :�» .: 1 112" 2X Buck . . cmc En; tfS 3
ORAWNO.NO.:
2-00scomr-orkuARo»uaTEt " fit l818D 5 N
E 1.Mafnfatn a minWwm 5/B"edge dslonce,l"enadistance 6 1"o.a:spacing o!; STRIKE JAMB- H►NGE JAMB o
woodmrew;toprevanitha;sp6itbigafwoad.
Biu of MATERIALS p ,•�a�4: tar,.I
!/EM# btscklmloN MJiTeWAt:
ro
A 1XBTICK SG>=0.55) WOOD: * x
g
2X BUCK(5G;-0.55
WOOD. .
C . 1%4"MAX.SHIM SPACE;:.:: gog
X:2-3/4'ELCO:OR ITW CONCRETESCREYV
MASONRY 3,400 PSI MIN.CONCRETE CONFORMING 70 AC!.: STEEL ���'f"*i t, 8 i2 z
�� .
E ' 3D1 OR HO
LLQW BI OCKCONFORMING TQ:ASTM C90: : CONCRETE: .---
�1 U
G : 3116"X 3-174;PFH ITW CONCRETE SCREW :. STEEL : m
. H N X'31(4":PFH ELCO OR IIYVCONCRETE SCREW I STEELom(L:.
'mall l°°
J 1/4"K 3.3/4°PTH ELCO OR ITW CONCRETE SCREW STEEL ' Fv „�. y �,.
2.36"
K i #9 X 21/7'PFH WOODSCR STEEL .' Ez
L #10X2-1/27P.FHW50DSCREW(115.MIN:EMBEDMENT) STEEL ' D:
"'M #8 X 2'PFH WOOD SCREW STEEL 20 orb 6 slDFa'
: :: -.
a 7 : F4RCE 5 WEATHER5TRIP(EN DURA FOAM
w
787. COMPRESSION WEATHERSTRIP QLON 650(SCHLEGEL): : FOAM.
iq 9 d"XA".BUITHINGE;; STEEL
10 #9X i"PFH:WOODSCREW STEEL
11 #9 X 3/4"PFH:WOOD SCREW . STEEL : 2
20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD: :
21 : P.OLYFIBERJAMB COMP.. VINYL
:27 LATCH STRIKEPLATE
S'
STEEL
::28 DEADBOLT STRIKE PLATE. STEEL '. C_ Q
g :29 OUTSWINGTHRESHOLDBYDLP ALUM./WOOD
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEEP FOR CONSTRUCTION DETAILS 2.4-V 218
60 WRITE PANEL-SEE SIDELTTEP NEL D L HE :FOR
A ETAI S ET CONSTRUCTION DETAILS
88 2X REINFORCEMENT(CLEAR PINE:SG;-0. 9) WOOD ' m
8 F D ID
❑ 2J Polyflberjogtb
i n a.
., .. .. n
r4.: .. .. .. .. •. N:
,. E ..
86 —
:
i
q.
IL
d
_ N
LA
z
. 29:
U►SWING THRESfl01R 8Y uLP cervi 02/2 f` 12
stayN.T.S.
¢ ..
cruc,:er:: US 3
&. .. .. DW\WINC:Np.:
R FL=;1518.0.5 N
: ... - slirct -10 OF:10
0
}i. r � `4�,e.': rte?'� .�^!.-e,�_i__�'.�. ' ,a»�.;'^a<»3.,., ��� �; �• ' tom"'. �" - " ,
BCIS Horne i Log in User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links ` Search
Flo(ida
Product Approval
;. Qi
USER:Public User
Prndi-t r•.00rov.�l Mri>_gerF >Apy!icatiy�nl,.ist>Application Detail
tx s FL# FL22401
Application Type New
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived (.7
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz,PA 17030
(717)365-3300 Ext 2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M.Urich,PE
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 506 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2011
ASTM E1886 2005
ASTM E1996 2012
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 06/08/2017
Date Validated 06/21/2017
Date Pending FBC Approval
Date Approved 06/29/2017
Summary of Products
FL# Model,Number or Name Description
22401.1 Series 120/130/140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door-Non-
Sliding Glass Door Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL22.401 RO C CAC 16368.Ddf
Approved for use outside HVHZ:Yes F!..22401. RO C CAC 16371..Odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:N/A 02/02/2022
Other:Refer to Installation Drawing Installation Instructions
FL22401_R 0 11 08-0 037_pclf
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL22401 RO AE 513976.pdf
Created by Independent Third Party:Yes
22401.2 Series 120/130/140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door(OXO)-
Sliding Glass Door Non-Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL22401 RO C CAC 16366.Ddf
Approved for use outside HVHZ:Yes FI 71401 RO C CAC 16372.Ddf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:N/A 02/08/2022
Other:Refer to Installation Drawing Installation Instructions
FL22401 RO 11 08-03089.pdf
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL22401 RO AE 513978.Ddf
Created by Independent Third Party: Yes
22401.3 Series 120/130/140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door-Impact
Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL-22401 RO C CAC 16369.odf
Approved for use outside HVHZ:Yes FL22401 RO C CAC. 16370.Ddf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:N/A 11/29/2021
Other:Refer to Installation Drawing Installation Instructions
FL22401 RO 11 08-03086.Ddf
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL22401 RO AE 513975.1)df
Created by Independent Third Party: Yes
22401.4 Series 120/130/140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door(OXO)
Sliding Glass Door Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL22401 RO C CAC 16367.udf
Approved for use outside HVHZ:Yes FL22401 RO C CAC 16373.Ddf
impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: N/A 12/19/2021
Other,Refer to Installation Drawing Installation Instructions
FL22401 RO 11 08-03088.odf
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party:Yes
III Evaluation Reports
FL22401 RO AE 513977.13df
Created by Independent Third Party:Yes
Bacic Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
ne State of Florida Is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacv Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the 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 October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official 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 click here.
Product Approval Accepts:
REVISIONS
REV DFSCRIPTION DATE APPROVED
NOTES: 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1
REQUIREMENTS OF THE FLORIDA BUILDING CODE. 7/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY INSTALLATION DETAILS.
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE X14 SMS OR SELF
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
4. WHERE SHIM OR PUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED DETAILS.
17. ALL FASTENERS TO BE CORROSION RESISTANT.
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY A. WOOD: MINIMUM SPECIFIC GRAVITY OF 0=0.42
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM
THE ARCHITECT OR ENGINEER OF RECORD. 19. APPROVED CONFIGURATIONS: OX, X0, XX, OXXO, PX, XP, PXXP, PIX, XIP, PIXXIP, XIX, OIX,
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS XIO, PIIX, XIIP, XIIX, OIIX, XIIO, PIIIX, XIIIP
PROVIDED. 20.DOOR ASSEMBLIES INSTALLED IN AREAS WHERE OVERHANG RATIO IS EQUAL OR GREATER
8. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE.
BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT.
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 ALUMINUM 6005—T5,
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 24 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:06/14/2017
MI WINDOWS AND DOORS LLC ���"R1I[rfjf7�i�
650 WEST GRATZ, PAKE7030REET tit`G�Nq`t'��
TABLE OF CONTENTS SERIES 120/SS DO 0 ALUMINUM SLIDING � J
GLASS DOOR — IMPACT Y�,�jC(��^* —
SHEET NO. DESCRIPTION NOTES zy0 STAT QF .r
W.z
1 NOTES DRAWN: GNC N0. REV
2 — 3 ELEVATION, ANCHORING LAYOUTS AND CHARTS R.S. 08-03086 — r!/S�ONAI�
4 PLAN VIEWS NTS 04/13/17 1 OF 24
FE24 23 INSTALLATION DETAILS L.ROBERTOLOMASP.E. LUIS R. Lomas P.E.
1432 WOODFORD RDLEWISVILLE,NC27023 FLNo.: 62514
GLAZING AND SILL RISER DETAILS 434-688-0609 dlornas@ldanasps.wm
REVISIONS
REV DESCRIPTION DATE APPROVED
191" MAX FRAME WIDTH
6" MAX 16' 6" MAX�I
MAX O.C.
6" MAX
Chart#1:Unitswtth 2 panels
(2) ANCHORS Number of anchor locations required(2 anchors per location)
PER LOCATION Frame Frame Width(1n)
SEE CHARTS Height 48.00 60.00 72.00 84.00 66.00
01, 02 & 03 (In) H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb
FOR NUMBER 70.DO 4 s 1 4 1 6 5 6 6 6 7 6
OF LOCATIONS 80,00 4 6 a 65 6 6 6 7 6
90.00 4 6 4 6 5 6 6 6 7 6
96.00 4 7 4 7 5 7 6 7 7 7
96" 16"
MAX MAX O.C.
FRAME
HEIGHT T_ O Chart 92:Units with3 panels
Number of anchor locations required 2 anchors per location
Frame Frame Width n
HeightDO=90.00 108.00 128.00 144.00
in S Jamb H&S Jamb H&S Jamb H&S Jamb
80.00 6 7 6 9 6 10 6
84.00 6 7 8 9 6 10 6
96.00 6 7 6 9 6 10 6
96.00 7 7 7 9 7 10 7
6" MAX
Chart#3:Units with 4 panels
Number of anchor locations required(2 anchors per IocaUon)
SERIES 120 ALUMINUM SLIDING GLASS DOOR-IMPACT 2,3,&4 TRACK(OXXX) Frame Frame Width n
EXTERIOR VIEW Height 96.00 120.00 144.00 168.00 192.00
FINLESS&FLANGE INSTALLATION (in) H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb
Ri
6 B 6 10 6 11 6 13 6
6B610611 6136
6 B 6 10 6 11 6 13 6
WITH STANDARD SILL WITH 2 5/8"&3 1/2"SILL EXTENDERS 7 B 7 10 7 1 11 7 13 7
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING
+15X1-55.0PSF LARGE AND SMALL ±55.0PSF LARGE AND SMALL
MISSILE IMPACT MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 3 MISSILE LEVEL D,WIND ZONE 3 SIGNED:06/14/2017
WHERE WATER PENETRATION RESISTANCE IS REQUIRED WHERE EATER PENETRATION RESISTANCE IS REQUIRED
MI WINDOWS AND DOORS LLC
WITH STANDARD SILL,25/6"&31/2"SILL EXTENDERS
650 WEST MARKET STREET
DESIGN PRESSURE RA TING IMPACTRATING GRATZ, PA 17030 ti v�•.�GEN,:SF9a'.
SERIES 120/130/140 ALUMINUM SLIDING i6� p 6 1t
NOTES: LARGEAND SMALL =-
±55.OPSF GLASS DOOR — IMPACT _—
f. MAXIMUM PANEL SIZE:485/8'x931/2" MISSILE IMPACT ELEVATION �zz
zz
2. MAXIMUM D.L.O.:405/8"x851/2" �0'. TAT (}F +r;'
MISSILE LEVEL D,WIND ZONE 3 DRAWN: DWG NO. REV ✓�' �':rCpR10� � �\
WHERE WATER PENETRATION RESISTANCE ISNOTREQUIRED �� 08-03086 — �/Jss�QlfATM—
NTS 04/13/17 2 OF 24
HARDWARE SCHEDULE L ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
A.ITANDEM ROLLER ASSEMBLY,2 PER PANEL B"FROM EACH END OF BOTTOM RAL, 1432 WOODFORD RD LEMSVILLE,NC27023 FL No.: 62514
B.ILOCK HANDLE,1 PER OPERABLE PANEL AT LOCK STLE,39"FROM THE BOTTOM RAL 434-688-0609 rllomasL@Irlornaspe.com
REVISIONS
REV DESCRIPDON DATE APPROVED
191" MAX FRAME WIDTH
6"+MAX MAX60.C. 6" MAX--I
--———————
�
6" MAX
T HOOK STRIP
(1) ANCHOR
PER LOCATION
I SEE CHART
SHEET22&FOR I
NUMBER OF
I 16" LOCATIONS
96" I MAX O.C.
MAX
FRAME
HEIGHT I � X X
I I
POCKET UNDER POCKET UNDER
I SEPARATE TPPROVALSEPARATE APPROVAL I
I TO BE REVIEWED BY TO BE REVIEWED BY I
BUILDING OFFICIAL BUILDING OFFICIAL
I I I
I 6„ MAX I
I
SERIES 120 ALUMINUM SLIDING GLASS DOOR-IMPACT 2,3,&4 TRACK(PIXXIP) HEAD AND SILL (2) ANCHORS
PER LOCATION. SEE CHART #1, #2 & #3
EXTERIOR VIEW FOR NUMBER OF LOCATIONS
FINLESS&FLANGE INSTALLATION WITH HOOK STRIP
WITH STANDARD SILL WITH 2 518"&3 1/2"SILL EXTENDERS
DESIGN PRESSURE RATING IMPACT RATINGDESIGN PRESSURE RATING IMPACT RATING
+15.0%55.OPSF LARGE AND SMALL t55.OPSF LARGE AND SMALL
MISSILE IMPACT MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 3 MISSILE LEVEL D.WIND ZONE 3 SIGNED:06/14/2017
WHERE WATER PENETRATION RESISTANCE IS REQUIRED WHERE EATER PENETRATION RESISTANCE IS REQUIRED
MI WINDOWS AND DOORS LLC
WITH STANDARD SILL,25/8"&31/2"SILLEXTENDERS \�\� �tiRIILIp�j��f�,
650 WEST MARKET STREET �1a1• ,�,�,..
DESIGN PRESSURE RATING IMPACTRATING GRATZ, PA 17030 `�r�• \GENSF cP
LARGE AND SMALL SERIES 120/130/140 D O ALUMINUM SLIDING SIC Q,,612
±55.OPSF MISSILE IMPACT GLASS DOOR — IMPACT ( cc _=
NOTES: ELEVATION ��0 TAT QF1. MAXIMUM
NO.L 4 0 518"x 85"2
893 1/ 2" MISSILE LEVEL D,WIND ZONE 3
2. MAXIMUM D.
REV
R.S. o. 08-03086
WHERE WATER PENETRATION RESISTANCE IS NOT REQUIRED DRAWN. Dwc
sCN.E DATE 5HEEr •.`j�IDi�A 1�`�\\
NTS 04/13/17 3 OF 24
HARDWARE SCHEDULE L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
A ITANDEM ROLLER ASSEMBLY,2 PER PANEL,8'FROM EACH END OF BOTTOM RAL, 1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514
B.ILOCK HANDLE,1 PER OPERABLE PANEL AT LOCK STILE,39"FROM THE BOTTOM RAL 434-888-0009 NlornasCdMarnaspe.com
REVISIONS
REV DESCRIPTION DATE APPROVED
POCKET POCKET POCKET
XO (OX OPPOSITE) XX XIP (PIX OPPOSITE) PXXP
lob�POCKET POCKET POCKET
--0cpcZ71—
XP (PX OPPOSITE) PIXXIP OXXO
POCKET
t,wcrifr
XIX XIO (OIX OPPOSITE) PIIX (XIIP OPPOSITE)
I
LAYOUTS SHOWN AS REFERENCE ONLY.
PANELS MAYBE MIXED & MATCHED AS
NECESSARY
XIIO (OIIX OPPOSITE) XIIX SIGNED:06/14/2017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 120/130/140 ALUMINUM SLIDING *� •at.
POCKE GLASS DOOR - IMPACT
PLAN VIEWS TAT F.
y w:
DRAR.WN: DWG NO. 08-03086 RFI
SCALE NTS DATE 04/13/17 1 sNEET4 OF 24
PIIIXXIIIP OPPOSITE LROBERTOLOMASP.E Luis R. Lomas P.E.
( ) I432WOODFORDRDLEWISVILLE,NO27023 FL No.: 62514
434-688-0009 rllanas@lrlornaspe.wm
REVISIONS
5/8" MIN. REV DESCRIPTION DATE APPROVED
WOOD FRAMING ~�EDGE DISTANCE
OR 2X BUCK
BY OTHERS
1 3/8" MIN.
EMBEDMENT
1 3/8° MIN. � 1/4" MAX.
EMBEDMENT SHIM SPACE
BACKER ROD 1/4" MAX. T INTERIOR
& APPROVED SHIM SPACE 5/8"
SEALANT MIN.
EDGE
DISTANCE
#14 WOOD SCREW 1 7 li
#14 WOOD EXTERIOR
SCREW
WOOD FRAMING
OR 2X BUCK
INTERIOR BY OTHERS
EXTERIOR NOTES:
i. ' INTERIORAND EXTERIOI FINISHES,BYOTHERS,
NOT SHOWN FOR CLARE Y.
2. PERIMETER ANDJOINTE ALANTBYOTHERSTOBE BACKER ROD
DESIGNED IN ACCORDAI CE WITH ASTM E2112 & APPROVED
C j SEALANT JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
#14 WOOD SCREW
SILL TO BE SET
o IN A BED OF
APPROVED SEALANT
BACKER ROD
& APPROVED 1/4" MAX.
SEALANT SHIM SPACE
SIGNED:06/14/2017
MI WINDOWS AND DOORS LLC �111r1111rtr
1 3/8" MIN 650 WESTMARKET STREET �����\5 Raj�±�✓
EMBEDMENT GRATZ. PA 17030 •�
} SERIES 120/130/140 ALUMINUM SLIDING �-iR■ Q,,&126' 7h._
WOOD FRAMING GLASS DOOR — IMPACT -4
OR 2X BUCK 2 TRACK FINLESS INSTALLATION DETAILS TATyU.
BY OTHERS 5/8" MIN gip,
EDGE DISTANCE DRAWN: DWG N0. REV
R.S. 08-03086
VERTICAL CROSS SECTION ScNF NTS JDATE 04/13/17 1 SHEET OF 24 Ip111At11
WOOD FRAMING OR 2X BUCK INSTALLATION
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688-0609 rllomas@lloinaspa.com
REVISIONS
5/13" MIN, REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
METAL
STRUCTURE I 1 MAX.
BYOTHERS
' I'SHIM
SPACE
BACKER ROD 1/4" MAX. 5/8„ INTERIOR
& APPROVED SHIM SPACE MIN.
SEALANT EDGE
DISTANCE
#14 SMS OR
SELF DRILLING
SCREW
#14 SMS OR EXTERIOR
SELF DRILLING
SCREWS tM
INTERIOR
EXTERIOR
METAL
NOTES: STRUCTURE
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, BY OTHERS
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE BACKER ROD
DESIGNEDINACCORDANCEWITHASTME2112 & APPROVED JAMB INSTALLATION DETAIL
-?w- :ASEALANT METAL STRUCTURE INSTALLATION
#14 SMS OR
SELF DRILLING
SCREW
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
BACKER ROD
& APPROVED u
SEALANT 1/4" MAX.
F SHIM SPACE SIGNED:06/14/2017
-T MI WINDOWS AND DOORS LLC R I�zvt
�11
650 WEST MARKET STREET
GRATZ, PA 17030 `�v�• \6ENS;••.cp
SERIES 120/130/140 ALUMINUM SLIDING o 61 �k
METAL GLASS DOOR — IMPACT
STRUCTURE 2 TRACK FINLESS INSTALLATION DETAILS ::0 TATE QF' ," ,
5/8" MIN.
BY OTHERS EDGE DISTANCE DRAWN: DWD NO. REV �jP •:��Ogti�t?`t:``�:
VERTICAL CROSS SECTION sc"E NTS DATA 04/13/17 OB S0�66 OF 24 ���7s NAt1 S��~1
METAL STRUCTURE INSTALLATION
L.ROBERTO LOVAS RE LUIS R. Lamas P.E.
1432 WO
ODFORD RD LEWISVILLE,NC 27023 FL NO.: 62514
434-668.0009 r/lornas@lrlornaspe.com
2 3/16" MIN 1 7/8" MIN. REhsioNs
SEPARATION EDGE DISTANCE 1 REv D6CRIPT ON DATE APPROVED
CONCRETE/MASONRY a`,. a
BY OTHERS 1 1/4" MIN. 1 1/4" MIN.
•d .°, ". . EMBEDMENT EMBEDMENT 1/4" MAX.
OPTIONAL 1X BUCK SHIM SPACE
SEE NOTES 3 — 7 f
SHEET 1
c
1 7/8" C• a INTERIOR
BACKER ROD 1/4" MAX. MIN.
& APPROVED SHIM SPACE EDGE a
SEALANT DISTANCE a
1/4" TAPCON a
2 3/16"
MIN v'
SEPARATION ; EXTERIOR
OPTIONAL 1X BUCK
SEE NOTE 3 — 7
SHEET 1 a
EXTERIOR INTERIOR °
1/4" TAPCON •,. : ,
CONCRETE/MASONRY
BY OTHERS BACKER ROD
& APPROVED
SEALANT JAMB INSTALLATION DETAIL
CONCRETEMIASONRY INSTALLATION
1/4" TAPCON
SILL TO BE SET
IN A BED OF NOTES:
APPROVED SEALANT 1, INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
BACKER ROD 1/4" MAX. SIGNED:06/14/2017
& APPROVED SHIM SPACE
SEALANT
MI WINDOWS AND DOORS LLC S"�11�Ilrrlli�{�
650 WEST MARKET STREET `�NJ\5 �191�j
GRATZ, PA 17030 v,l N EN,F•,s
OPTIONAL 1X BUCK ° •` ' '. Q ". 1 1/4 MIN SERIES 120/130/140 ALUMINUM SLIDING �11C• Q 6i > ._
_ ,; •a. GLASS DOOR — IMPACT ( _
SEE NOTESHEET 1 �' a• EMBEDMENT
° e 2 TRACK FINLESS INSTALLATION DETAILS
9 - °•. . o DRAWN: DWG NO. REV
CONCRETE/MASONRY <'a' a' R.S. OS-03086
BY OTHERS 2 3/16" MIN 1 7/8 MIN SCALE "ATE sNEET
SEPARATION EDGE DISTANCE NTS 04/13/17 7 OF 24
VERTICAL CROSS SECTIONL.ROBERTOLOMASP.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
CONCRETE/MASONRYINSTALLATION 434-M-0009 dmrnas@ldomaspa.com
REVISIONS
5/8" MIN. REV DESCRIPTION DATE APPROVED
WOOD FRAMING EDGE DISTANCE
OR 2X BUCK
BY OTHERS
1 3/8" MIN.
EMBEDMENT
1 3/8" MIN. 1/4" MAX.
EMBEDMENT I I`SHIM SPACE
BACKER ROD 1/4" MAX. INTERIOR
& APPROVED SHIM SPACE 5/B"
SEALANT MIN.
EDGE
DISTANCE
#14 WOOD SCREW
#14 WOOD EXTERIOR
SCREW
WOOD FRAMING
OR 2X BUCK
INTERIOR BY OTHERS
NOTES:
EXTERIOR
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
#14 WOOD SCREW
SILL TO BE SET BACKER ROD
IN A BED OF & APPROVED
APPROVED SEALANT SEALANT JAMB INSTALLATION DETAIL
7 WOOD FRAMING OR 2X BUCK INSTALLATION
BACKER ROD
& APPROVED 1/4" MAX.
SEALANT SHIM SPACE
SIGNED:06/14/2017
MIN MI WINDOWS AND DOORS LLC �>,-�MllllI Ltfil::
EMBEDMENT 650 WEST MARKET STREET `��NJ\5 �Na�l,9�cy�
GRATZ, PA 17030 it i
SERIES 120/SS DO 0 ALUMINUM SLIDING � 6�OF
1t
WOOD FRAMING GLASS DOOR — IMPACT ((�� �=
OR 2X BUCK 5/e" MIN 3 TRACK FINLESS INSTALLATION DETAILS ^�- TAT �`:
BYOTHERStt
WOOD
VERTICAL
EFRT I CA CROSS SECTION 08-030 DISTANCE~ SCALE NTS 0 Dwc3 0 08 030 OF 24
NTS 4/1 /17SHEET
L.ROBERTO LOMAS P.E. LUIS R. Lamas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-088-0009 rllornasC&Irlomaspexam
REVISIONS
5/8" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
METAL
STRUCTURE
F _� �I 1/4" MAX.
OTHERSBY
SHIM SPACE
BACKER ROD 1/4" MAX. 5/8., INTERIOR
& APPROVED SHIM SPACE MIN.
SEALANT
EDGE
DISTANCE
#14 SMS OR
SELF DRILLING
SCREW
#14 SMS OR EXTERIOR
SELF DRILLING
SCREWS
INTERIOR
METAL
EXTERIOR STRUCTURE
NOTES: BY OTHERS
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED 1N ACCORDANCE WITH ASTM E2112
#14 SMS OR
SELF DRILLING
SCREW
SILL TO BE SET BACKER ROD
IN A BED OF & APPROVED
APPROVED SEALANT SEALANT JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
BACKER ROD
& APPROVED
SEALANT 1/4" MAX.
F SHIM SPACE SIGNED:06/14/2017
MI WINDOWS AND DOORS LLCIltfoirv-r
650 WEST MARKET STREET
GRATZ, PA 17030 ti v�•�\CENS�.gcP
SERIES 120ALUMINUM SLIDING � 0 ESE
METAL GLASSASS DOOR
R — IMPACT
STRUCTURE 3 TRACK FINLESS INSTALLATION DETAILS 1y0 TAT QF
BY OTHERS 5/8" MIN.,
VERTICAL CROSS SECTION `EDGE DISTANCE DRAWN: DWG NO. REV �'�Lt�`. �ORC�;P'l
METAL STRUCTURE INSTALLATION R.S. 08-03086
NTS �� 04/13/17 - of 24 1a:(iil.l�
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514
434-688.0609 rllornas@lrlomaspe.com
41
4 7/16" MIN 1 7/8" MINREVISIONS
SEPARATION
p6G15 -Z'ISCE REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY 4° " n
.
BY OTHERS <e 4 a'' a. /
a'• .Q a••. < 4 <:. DMMIN 1 1 4" MIN.
`4. EMEENT
OPTIONAL 1X BUCK a a< .�4 e EMBEDMENT 1/4" MAX.
SHIM SPACE
SEE NOTES 3 — 7
SHEET 1 �f
BACKER ROD 1/4" MAX. 1 MIN. °• .. INTERIOR
& APPROVED SHIM SPACE EDGE
SEALANT DISTANCE
1/4" TAPCON
NOTES: EXTERIOR
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY. 4 7/16" 6
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE MIN
DESIGNED IN ACCORDANCE WITH ASTM E2112 SEPARATION
INTERIOR
EXTERIOR
!A 1/4" TAPCON o'
R-0
1/4" TAPCON CONCRETEBYMASONRY OTHERS A BACKER ROD
& APPROVED
SILL TO BE SET OPTIONAL 1X BUCK SEALANT
IN A BED OF SEE NOTES 3-7 JAMB INSTALLATION DETAIL
APPROVED SEALANT SHEET 1
CONCRETE/MASONRYZNSTALLATION
BACKER ROD 1/4" MAX. SIGNED:06/14/2017
& APPROVED r SHIM SPACE
SEALANT + MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030 `v; \�ENSF cP
OPTIONAL 1X BUCK , 4 SERIES 120/130/140 ALUMINUM SLIDING +-fit' 0 61
`"e` ,. 4, 1 1/4" MIN GLASS DOOR — IMPACT
SEE NOTE 3 — 7 4" EMBEDMENT b t Eke
SHEET 1 4e :04 a. ° " 3 TRACK FINLESS INSTALLATION DETAILS :: TA Tc ur
DRAWN: DWC N0. REV ���•�.�� �4s:�?��
CONCRETE/MOTOHERS a " ' R.S.BY 08-03086 —
4 7/16" MIN 1 7/B" MIN SCALE NTS DATE 04/13/17 SHEET 10 OF 24 /141111111
SEPARATION EDGE DISTANCE
VERTICAL CROSS SECTION L.ROBERDLEWISTO ILLE, LUIS R. Lomas P.E.
1432 WOO-0609 RDLEWISVILLEpe.com 23 FL No.: 62514
CONCRETE/MASONRYlNSTALLATION 436-G8s-0009 rnomas�lAornaspe.com
Alk
REVISIONS
5/8" MIN. REV DESCRIPRON DATE APPROVED
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS 1 3/8" MIN. 1/4" MAX.
1 3/8" MIN. EMBEDMENT I~SHIM SPACE
EMBEDMENT
INTERIOR
5/N.
MIN.
BACKER ROD 1/4" MAX. � EDGE
& APPROVED SHIM SPACE DISTANCE
SEALANT
#14 WOOD SCREW
F7 Ix}14 WOOD EXTERIOR
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
INTERIOR NOTES:
EXTERIOR 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE j A A
-A
DESIGNED IN ACCORDANCE WITH ASTM E2112
pv� PFF-H
#14 WOOD SCREW
SILL TO BE SET
IN A BED OF
APPROVED SEALANT BACKER ROD JAMB INSTALLATION DETAIL
& APPROVED WOOD FRAMING OR 2X BUCK INSTALLATION
BACKER ROD SEALANT
& APPROVED
SEALANT 1/4" MAX.
SHIM SPACE SIGNED:06/14/2017
�
1 3/B" MIMI WINDOWS AND DOORS LLC `��111u1/Ij/r
—I N ���5 R L(j .
EMBEDMENT 650 WEST MARKET STREET EN1,9!ryf
GRATZ, PA 17030 `v; \G.
} SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR — IMPACT
WOOD FRAMINGDETAILSOR 2X 2X BUCK 5/8" MIN 4 TRACK FINLESS INSTALLATION DETAILSTAT
BY OTHERS VERTICAL CROSS SECTION EDGE DISTANCEM�'��'`'� :�i
DRAWN: DWG NO. REV !,FS,.1i?RiO.:
WOOD FRAMING OR 2X BUCK INSTALLATION savE NTS DATE 04/13/17 OB So-86 OF 24 AL, , ��'�.
L.ROBERTO LOMAS Pi Luis R. Lamas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688.0009 rllomasC&ldornaspoxom
4 7/16" MIN 1 7/8" MIN. REVISIONS
CONCRETE/MASONRY SEPARATION EDGE DISTANCE 1 REV DESCRIPRON DATEBY OTHERS APPROVm
° ,<° •. .°° . :<. •.. . .. ° 1 1/4" MIN. 1/4" MAX.
° °°
-4 ° 1 1/4" MIN. EMBEDMENT
~ SHIM SPACE
° `°. EMBEDMENT
OPTIONAL 1X BUCK `' 4: - e
SEE NOTES 3 — 7 a ° ° <9°
SHEET 1 } 1 7/8"
MIN. INTERIOR
°,
} DISTANCE °• •w .:
BACKER ROD 1/4" MAX. J °
& APPROVED SHIM SPACE a
SEALANT s
1/4- TAPCON °a
EXTERIOR
F74 7/16" �'
MIN .b' °a
SEPARATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, °•°
NOT SHOWN FOR CLARITY.
LL11
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE °
EXTERIOR DESIGNED IN ACCORDANCE WITH ASTM E2112
INTERIOR
1/4" TAPCON
®r e
• a
1/4" TAPCON CONCRETE/MASONRY
BY OTHERS ° BACKER ROD
MR (I SILL TO BE SET
IN A BED OF & APPROVED
APPROVED SEALANT OPTIONAL 1X BUCK SEALANT
SEE NOTE 3 — 7
SHEET 1 JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
BACKER ROD 1/4" MAX. SIGNED:06/14/2017
& APPROVED r SHIM SPACE
SEALANT +
OPTIONAL 1X BUCK MI 650DW SS ARKE STREET AND DOORS LLC `\` 511 1416 yz'..
SEE NOTE 3 — 7 f GRATZ. PA 17030 v v��+ENS:9iP
SHEET 1
.� °,•Qa a. °' = 4 ° SERIES 20/130 140 ALUMINUM
SLIDING
1
° .'°. 1 1/4" MIN G ^,0 �rrt
°i EMBE1DMENT 4 TRACK FINLESS INSTALLATION DETAILS A ,TATE' pF ;jj•(yy([[,������`
a I DRAWN: DWC NO. REY
°4 7/16" MIN <1 7/8" MIN scALE NTS DATE 04/13/17 08—sOEEr$3 OF 24 !/'70NAt�ti���
CONCRETE/MASONRY SEPARATION EDGE DISTANCE
BY OTHERS L.ROBERD OMAS P.E.
VERTICAL CROSS SECTION
1432 WODOFORO AD LEWISVILLE,NC 27023 LUIS R. Lomas P.E.
CONCRETEIMASONRYINSTALLA77ON 434-688.0009 rllomasofrlomnaspa.00m FL No.: 62514
5/8" MIN. REVISIONS
EDGE DISTANCE
WOOD FRAMING REV OESCRIPNON DATE APPROVED
OR 2X BUCK
BY OTHERS
1 3/8" MIN.
EMBEDMENT
1 3/8" MIN. 1/4" MAX.
BACKER ROD 1/4" MAX. EMBEDMENT SHIM SPACE
& APPROVED SHIM SPACE �—
SEALANT5/8" INTERIOR
MIN.
EDGE
#14 WOOD SCREW DISTANCE
#14 WOOD EXTERIOR
SCREW
WOOD FRAMING
OR 2X BUCK
INTERIOR BY OTHERS
EXTERIOR NOTES:
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE BACKER ROD
DESIGNED IN ACCORDANCE WITH ASTM E2112 & APPROVED JAMB INSTALLATION DETAIL
SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION
#14 WOOD SCREW
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
BACKER ROD
& APPROVED 1/4" MAX.
SEALANT SHIM SPACE
SIGNED 06/14/2017
MI WINDOWS AND DOORS LLC «t1111r//!ir
MIN %N. IR R t(7 7/rf
EMBEDMENT 650 WEST MARKET STREET `11�
GRATZ, PA 17030 a
�v, \G.. .SF ys
v
SERIES 120/130/140 ALUMINUM SLIDING >If+ , p ^61'. A.=
WOOD FRAMING GLASS DOOR - IMPACT (r( �s
",'A QF ,,zy :
OR 2X BUCK 2 TRACK FLANGE INSTALLATION DETAILS �• `7AT
BY OTHERS 5/8" MINp�,` .... Pt` '
WOOD ALLAT1ON7 RTICAL CROSS SECTION EDGE DISTANCE R� ��: DWG No. 08 Rel 'r�ss/DNAo \
NTS 04/13/17 503 86 14 OF 24
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
434-688.0609 rllornasOldarnaspe.com
REVISIONS
5/6" MIN. REV DESCRIPTION DATE I APPROVED
EDGE DISTANCE
METAL
STRUCTURE
I 1/4" MAX.
BYOTHERS `SHIM SPACE
BACKER ROD 1/4" MAX. 5/B„ INTERIOR
& APPROVED SHIM SPACE MIN.
SEALANT EDGE
DISTANCE
#14 SMS OR
SELF DRILLING
SCREW
#14 SMS OR EXTERIOR
SELF DRILLING
SCREWS
INTERIOR
EXTERIOR
— METAL
NOTES: STRUCTURE
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, BY OTHERS
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE BACKER ROD
DESIGNED IN ACCORDANCE WITH ASTM E2112 B APPROVED
SEALANT
#14 SMS OR JAMB INSTALLATION DETAIL
SELF DRILLING METAL STRUCTURE INSTALLATION
SCREW
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
BACKER ROD �7
& APPROVED
SEALANT 1/4" MAX.
F SHIM SPACE SIGNED:06/14/2017
-T MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030 `�,,� �CENs >�:
SERIES 120/130/140 ALUMINUM SLIDING —V7k'.. ? 61 fir`
METAL GLASS DOOR — IMPACT
STRUCTURE 2 TRACK FLANGE INSTALLATION DETAILS :o, TATE OF ,t4`.
BY OTHERSL 5E D MIN. i�d�•Y.�` ,`�\r`
METALVERTISTRUCTURE INSTALLATION EDGE DISTANCE ��CAL CROSS SECTION ow No 08 503086 Rei '��%5��(fALii,%N~
SCALE NTS 04/13/17 15 OF 24
L.ROBERTO LOMAS P.E. Luis R. Lamas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
434-688-0609 rllomasL&ldornaspe.com
REVISIONS
5/8" MIN. REV DESCRIPTION DATE APPROVED
WOOD FRAMING EDGE DISTANCE
OR 2X BUCK
BY OTHERS
1 3/8" MIN.
EMBEDMENT
1 3/8" MIN. 1/4" MAX.
EMBEDMENT I-
1/4" SHIM SPAC&LNTERIOI BACKER ROD MAX.
& APPROVED SHIM SPACE 5/8"
SEALANT MIN.
EDGE
DISTANCE
#14 WOOD SCREW
#14 WOOD EXTERIOR
SCREW
WOOD FRAMING
OR 2X BUCK
INTERIOR BY OTHERS
EXTERIOR NOTES:
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
#14 WOOD SCREW
BACKER ROD
SILL TO BE SET & APPROVED IN A BED OF SEALANT JAMB INSTALLATION DETAIL
APPROVED SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION
BACKER ROD
& APPROVED 1/4" MAX.
SEALANT �— SHIM SPACE SIGNED:06/14/2017
1 s/I MIN MI WINDOWS AND DOORS LLC \��wl it t l'a�j,�f
EMBEDMENT 650 WEST MARKET STREET ER
GRATZ, PA 17030 v; \O
SERIES 120/130/140 ALUMINUM SLIDING i ,A)�V—
=mv!
�.
WOOD FRAMING GLASS DOOR — IMPACT �(OR 2X BUCK MIN 3 TRACK FLANGE INSTALLATION DETAILS �..o TA ,k,Z
BY OTHERS VERTICAL CROSS SECTION EDG5/8"
DISTANCE
DRAWN: Dwc No. REV QR(04: �
WOOD FRAMING OR 2X BUCK INSTALLATION � OB 03086 - y�f/sS�ONAL1E\\��
NTS DATc 04/13/17 17 OF 24
L.ROBERTO LOMAS P.E. LUIS R. Lamas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
434-688.0609 rllornas@lrlomaspe.00m
REVISIONS
5/8" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
METAL
STRUCTURE 1/4" MAX.
BY OTHERS 'I I`SHIM SPACE
BACKER ROD 1/4" MAX. 5/8„ INTERIOR
& APPROVED SHIM SPACE MIN.
SEALANT EDGE
DISTANCE
#14 SMS OR
SELF DRILLING
SCREW
#14 SMS OR EXTERIOR
SELF DRILLING
SCREWS
i
INTERIOR
METAL
EXTERIOR I STRUCTURE
NOTES: BY OTHERS
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT RYOT14ERS TO BE
DESIGNED W ACCORDANCE WITH ASTM E2112
I
#14 SMS OR
SELF DRILLING
SCREW BACKER ROD
SILL TO BE SET & APPROVED
IN A BED OF SEALANT
APPROVED SEALANT JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
BACKER ROD
& APPROVED
SEALANT 0 1/4" MAX.
_ F SHIM SPACE SIGNED:06/14/2017
MI 650DWEST MARKETS DOOREET RS LLCII�fOfffy/�
GRATZ, PA 17030 ti v,• \SENy.
SF9iS�
SERIES 120ASS D ALUMINUM SLIDING
METAL I GLASS DOOR — IMPACT —
STRUCTURE3 TRACK FLANGE INSTALLATION DETAILS rya �
BY OTHERS 5/8" MIN. —{ pAT OE tL\v .,
METALVERTSTRUCTCAL UOEINSTALSS �ATIION EDGE DISTANCE �� DWG NO. 08-03086 Rei '��ZSS�p�gLy �`\~
NTS 04/13/17 18 OF 24 .IIf1.
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514
434-688-0609 Nlornas@frloinaspe.com
I
REVISIONS
5/8" MIN. REV DESCRIPTION GATE APPROVED
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS 1 3/8" MIN. f 1/4" MAX.
1 3/8" MIN. EMBEDMENT SHIM SPACE
EMBEDME T
INTERIOR
BACKER ROD 1/4" MAX. MIN.EDGE
& APPROVED SHIM SPACE DISTANCE
SEALANT
#14 WOOD SCREW
#14 WOOD EXTERIOR
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
INTERIOR
NOTES:
EXTERIOR 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E21 12
#14 WOOD SCREW
SILL TO BE SET
IN A BED OF
APPROVED SEALANT BACKER ROD JAMB INSTALLATION DETAIL
& APPROVED WOOD FRAMINGOR2XBUCK INSTALLATION
BACKER ROD SEALANT
& APPROVED
SEALANT 1/4" MAX.
SHIM SPACE
SIGNED:06/14/2017
—�" MIN MI 650WESTMARKET
DOORSLLCLLC \�``'uRtll Q? z,
EMBEDMENT ��$ i-
GRATZ, PA 17030 v, ��ENip
} SERIES 120/130/140 ALUMINUM SLIDINGsir0
GLASS DOOR — IMPACT �y
WOOD FRAMING I 4 TRACK FLANGE INSTALLATION DETAILS t: + STA.
IN
OR BY OTHERS VERTICAL CROSS SECTION EDGE D'ISTIANCE -{ DRAWN: Dw0 NO. REV
WOOD FRAMING OR 2X BUCK INSTALLATION R.S. 08-03086
SCALE DATE SHEET 20
NTS 04/13/17 20 OF 24
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
434-686-0609 rllomasLMIrlomaspa.com
REVISIONS
5/8" MIN. REV DESCRIPTION DATE I APPROVED
EDGE DISTANCE
1/4" MAX.
METAL SHIM SPACE
STRUCTURE I INTERIOR
BY OTHERS 1 5/B"
MIN.
III IL 1 BACKER ROD 1/4" MAX. EDGE
& APPROVED SHIM SPACE DISTANCE
SEALANT ch x
#14 SMS OR
SELF DRILLING #14 SMS OR EXTERIOR
SCREW SELF DRILLING
SCREWS
METAL
STRUCTURE
INTERIOR BY OTHERS
EXTERIOR
NOTES:
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
,p[M NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
#14 SMS OR DESIGNED IN ACCORDANCE WITH ASTM E2112
SELF DRILLING
SCREW
SILL TO BE SET
IN A BED OF
APPROVED SEALANT BACKER ROD JAMB INSTALLATION DETAIL
& APPROVED METAL STRUCTURE INSTALLATION
SEALANT
BACKER ROD
& APPROVED
SEALANT 1/4" MAX. SIGNED:06/14/2017
F SHIM SPACE
MI WINDOWS ANDDOORS
STREET
DOT LLC
650
GRATZ. PA 17030 ti v �CENS'qiP<
SERIES 120/130/140 ALUMINUM SLIDING *• Q 61.
GLASS DOOR - IMPACT
Tom`
METAL 4 TRACK FLANGE INSTALLATION DETAILS �
. .. s tsr
STRUCTURErO s;., c;.. ¢•
DRAWN: —FDWr NO.
4.
BY OTHERS �ALISTRUCUDEINSTALLATSECTION
ION EDGESR
DISTANCE RANTS DATE 04/13/17 085�20NB
MEOF 24 � ✓�fiss/O:(NIIAl1
L.ROBERTO LOMAS P.E. LUIS R. Lamas P.E.
1432 WOODFORD RD LEWISVILLE.NO 27023 FL No.: 62514
434-688-0609 11..as@kbmaspa.aom
4 7/16" MIN 1 7/B" MIN. REMSIONS
CONCRETE/MASONRY SEPARATION EDGE DISTANCE r REV DESCRIPTION DATE APPROVED
BY OTHERS ° °.• a' • e ° + 1 1/4" MIN. 1/4" MAX.
<. ° ° 1 1/4" MIN. EMBEDMENT SHIM SPACE
°.
"°. 4. EMBEDMENT e .
OPTIONAL 1X BUCK d
1
SEE NOTES 3 — 7 I MIN$ INTERIOR
SHEET 1 v ''
EDGE
} DISTANCE
BACKER ROD 1/4" MAX. J °
& APPROVED SHIM SPACE
SEALANT s
1/4" TAPCON °o
EXTERIOR
4 7/16"
MIN e
SEPARATION
NOTES: • °
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112 -
i
0 EXTERIOR INTERIOR
rnk 1/4" TAPCON
e
e
1/4" TAPCON , CONCRETE/MASONRY
BY OTHERS
SILL TO BE SET OPTIONAL 1X BUCK BACKER ROD
IN A BED OF SEE NOTE 3 — 7 & APPROVED
APPROVED SEALANT SHEET 1 SEALANT
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
BACKER ROD 1/4- MAX. SIGNED:06/14/2017
& APPROVED r SHIM SPACE
SEALANT
MI WINDOWS AND DOORS LLC `` ,'tib IC`O X,,
650 WEST MARKET STREET `����\5 '/1,9�i�.
GRATZ, PA 17030 .X,v;•
OPTIONAL 1X BUCK
SEE NOTE 3 — 7 <� ° SERIES 120/130/140 ALUMINUM SLIDING •-it QJ'�61 3c
SHEET 1 c . "° ,• Q °, ' 1 1/4" MIN GLASS DOOR — IMPACT
° EMBEDMENT � C'''
°a .a° - .. 4 TRACK FLANGE INSTALLATION DETAILS ._: . TAT OF ,kl�;.
° , d p f DRAWN: Owa No. REv �c `ACORIO ` `~:
R.
CONCRETE/MASONRY
�7/16" MIN <1 7/B" MIN a SCALES. �� 08 5033T086 - hpryA11E Gam,
BY OTHERS SEPARATION EDGE DISTANCE NTS 04/13/17 22 OF 24
VERTICAL CROSS SECTION L.ROBERTOLOMASP.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
CONCRETE/MASONRY INSTALLA TION 434-688-0609 rllomasCWrlornaspu.com
REVISIONS
REV DESCRIPTION DATE APPROVED
1 1/4" MIN.
1 1/4" MIN. EMBEDMENT
EMBEDMENT 1X BUCK BY OTHERS,
1X BUCK TO BE a
1X BUCK BY OTHERS, PROPERLY SECURED
1X BUCK TO BE A - MASONRY/CONCRETE
PROPERLY SECURED BY OTHERS
MASONRY/CONCRETE 1/4" TAPCON
1/4" TAPCON BY OTHERS
1 3/4" MIN.
HOOK STRIP ° HOOK STRIP a EDGE DISTANCE
1 3/4" MIN.
s • EDGE DISTANCE
3/4"
INTERIOREll INTERIOR �3/4"
PANEL INTERLOCK PANEL INTERLOCK
3 1/2"
EXTERIOR
EXTERIOR
HOOK STRIP(M-2533)INSTALLATION HOOK STRIP(M-2534)INSTALLATION
MASONRY/CONCRETE MASONRY/CONCRETE
3 1/2"SILL EXTENDER 2 5/8"SILL EXTENDER
ALUMINUM 6063-T5.062"THICK ALUMINUM 6063-T5.062"THICK
3/16" TEMP 3/16" ANN
100" HP PVB BY EASTMAN
EXTERIOR 3/16" ANN
STAINLESS STEEL INTERIOR SIGNED:06/14/2017
BOX SPACER
cLAzirLicMeF�,o MI WINDOWS AND DOORS LLC `�\\xSaRllzaj��f�
650 WEST MARKET STREET JN• GER y9 itF
L SILICONE SEALANT GRATZ, PA 17030 v• \ SFt �' r
SERIES 120/130/140 ALUMINUM SLIDING iC• q 6 �t
3/4" BITE GLASS DOOR — IMPACT
GLAZING AND SILL RISER DETAILS !DRAWNTry :
R.S. DWO NO. 08-03086 Rel j� pOR1 \ `
GLAZING DETAIL scA E NTS DATE 04/13/17 s"�24 OF 24 ji�111HA�ti1`�\\
L.ROBERTO LOMAS P.E. Luis R. Lamas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514
434-WS-0609 rllornasLdldornaspe.com
I
REVISIONS
5/8" MIN. REV DESCRIPTION DATE I APPROVED
EDGE DISTANCE
1/4" MAX.
METAL I SHIM SPACE
STRUCTURE � I INTERIOR
BY OTHERS 5/8"
MIN.
BACKER ROD 1/4" MAX. EDGE
& APPROVED SHIM SPACE DISTANCE
SEALANT
#14 SMS OR EXTERIOR
SELF DRILLING #14 SMS OR
SCREW SELF DRILLING
SCREWS
METAL
STRUCTURE
INTERIOR BY OTHERS
EXTERIOR
NOTES:
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
#14 SMS OR DESIGNED IN ACCORDANCE WITH ASTM E2112
SELF DRILLING
SCREW
SILL TO BE SET
IN A BED OF
APPROVED SEALANT BACKER ROD JAMB INSTALLATION DETAIL
& APPROVED METAL STRUCTURE INSTALLATION
SEALANT
BACKER ROD
& APPROVED
SEALANT 1/4" MAX. SIGNED:06/14/2017
F SHIM SPACE
MI WINDOWS AND DOORS LLC \`` C}�i111L107jft�
—T 650 WEST MARKET STREET 'Lf t
GRATZ, PA 17030 ) \OENS %955� .
SERIES 120ASS DO 0 ALUMINUM SLIDING
GLASS DOOR — IMPACT ,fr�r,��f*
METAL 4 TRACK FINLESS INSTALLATION DETAILS �.yo TAT OF'
STRUCTURE 5/8" MIN. i�.tA'r'F( D4l� w
BY OTHERS EDGE DISTANCE DRAWN: No. REV
VERTICAL CROSS
SECTION 08-03086 r,7sjpdAjMTALSTRUCTURE ScA cNTS DATE 04/13/17 OF 24 1�����
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-W8.0609 NlomasC&ldomaspu.com
4 7/16" MIN 1 7/6" MIN REVISIONS
SEPARATION EDGE DISTANCE r REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY n°. a
BY OTHERS •° ;.4. ...
° . -
a a 1 1/4" MIN. 1 1/4" MIN.
° < '°. . d: '. . EMBEDMENT EMBEDMENT 1/4" MAX.
OPTIONAL 1X BUCK a ea SHIM SPACE
SEE NOTES 3 — 7 r
SHEET 1 A .
1 7/8" INTERIOR
BACKER ROD 1/4° MAX. MIN a• °'
& APPROVED SHIM SPACE EDGE
SEALANT DISTANCE
' o
1/4" TAPCON
S .c
NOTES: _. EXTERIOR
2CC 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, o•
NOT SHOWN FOR CLARITY. 4 7/16" >
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE MI N -b
DESIGNEDINACCORDANCEKITHASTME2112 SEPARATION '
INTERIOR ••'°, o.
EXTERIOR
1/4" TAPCON
CONCRETE/MASONRY J ,�
1/4" PCON BY OTHERS
BACKER ROD
SILL TO BE SET OPTIONAL 1X BUCK & APPROVED
IN A BED OF SEE NOTE 3 — 7 SEALANT
APPROVED SEALANT SHEET 1
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
BACKER ROD 1/4" MAX.
& SIGNED:06/14/2017
APPROVED SHIM SPACE
SEALANT
MI WINDOWS AND DOORS LLC ij'�
650 WEST MARKET STREET L p 11
i
OPTIONAL 1X BUCK GRATZ, PA 17030 '9�+�.
SEE NOTE 3 — 76 ° SERIES 120/130/140 ALUMINUM SLIDING
SHEET 1 a - "° °. a, 1 1/4" MIN GLASS DOOR — IMPACTyD7
EMBEDMENT EE
°a .• ° 3 TRACK FLANGE INSTALLATION DETAILS rp: . TAT OF
DRAWN:
CONCRETE/MASONRY °4 7/16" MIN • 1 7/B" MINSCALE NTS DAA 04/13/17 OB-03086sEEr9 OF 24 ,jf�ss/ANAL, Gtr\
BY OTHERS SEPARATION EDGE DISTANCE
VERTICAL CROSS SECTION L.ROBERDLEWITO MLLE, LUIS R. Lomas P.E.
1632 WOO-0609 RD LEWISV/LLE,NC am FL N o.: 62514
CONCRETE/MASONRYINSTALLATION 434-GB8-0609 rllornas�lrlornespa.com
REVISIONS
1 3/8" MIN. REV DESCRIPDON DATE APPROVED
1 3/8" MIN. EMBEDMENT
EMBEDMENT
NOTES:
WOOD FRAMING WOOD FRAMING 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
#14 WOOD NOT SHOWN FOR CLARITY.
OR 2X BUCK OR 2X BUCK
#14 WOOD BY OTHERS SCREW BY OTHERS 2.PERIMETER AND JOINT SEALANT BYOTHERS TOBE
SCREW DESIGNED IN ACCORDANCE WITHASTM E2112
5/8" MIN.
5/8" MIN. EDGE DISTANCE
HOOK STRIP EDGE
DISTANCE HOOK STRIP
77
INTERIOR INTERIOR Ll
PANEL INTERLOCK PANEL INTERLOCK
EXTERIOR EXTERIOR
HOOK STRIP(M-2533)INSTALLATION HOOK STRIP(M-2534)INSTALLATION
2X BUCKIWOOD FRAMING 2X BUCKIWOOD FRAMING
METAL STRUCTURE
METAL STRUCTURE BY OTHERS
BY OTHERS
#14 SELF DRILLING
#14 SELF DRILLING SCREW
SCREW
5E DISTANCE MIN.
EDG
5/8" MIN.
EDGEDI DISTANCE
HOOK STRIP HOOK STRIP
SIGNED:06/14/2017
INTERIOR INTERIOR MI WINDOWS AND DOORS
LLC
WINOMARKET ``�N 5j R I ILR7j%��
PANEL INTERLOCK PANEL INTERLOCK GRATZ, PA 17030 ti v;•�1GENS
SERIES 120ASS D O ALUMINUM SLIDING G,.62 �t
GLASS DOOR — IMPACT ((�(��frr _=
HOOK INSTALLATION DETAILS TAT QF , Z
.
W#-
DRAWN: Dwc No. REV �':�[ORLO
EXTERIOR EXTERIOR R S.08 033088 — //3A11 �t��� `
HOOK STRIP(M-2533)INSTALLATION HOOK STRIP(M-2534)INSTALLATION NTS DATE 04/13/17 523 OF 24 11
0.
METAL STRUCTURE METAL STRUCTURE L ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD ROLEWISVILLE,NC27023 FL No.: 62514
434-688-0609 rllomasL@ldomaspe.com
2 3/16" MIN 1 7/8" MIN. REVISIONS
SEPARATION' EDGE DISTANCE r REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY 4''•.a°�
BY OTHERS °
'e. . ' •° 1 1/4" MIN. 1 1/4" MIN.
OPTIONAL 1X BUCK EMBEDMENT EMBEDMENT 1/4" MAX.
SEE NOTES 3 — 7 SHIM SPACE
SHEET 1 yl
1 7/8- INTERIOR
BACKER ROD 1/4" MAX. MIN. v• Q'
& APPROVED SHIM SPACE EDGE
SEALANT DISTANCE
0
'e
1/4" TAPCON
2 3/16"
MIN
SEPARATIONEXTERIOR
[!V.70
.
1/4" TAPCON
INTERIOR CONCRETE/MASONRY
BY OTHERS „•
EXTERIOR
OPTIONAL 1X BUCK BACKER ROD
SEE NOTE 3 — 7 & APPROVED
SHEET 1 SEALANT
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
1/4" TAPCON
SILL TO BE SET
IN A BED OF NOTES:
APPROVED SEALANT 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
BACKER ROD 1/4" MAX. SIGNED:06/14/2017
& APPROVED SHIM SPACE
SEALANT
MI WINDOWS AND DOORS LLC \`���1~R 16
650 650 WEST MARKET STREET `��`�J% • f l�j/.
OPTIONAL 1X BUCK GRATZ, PA 17030 `v� \GENSF9cP�r
SEE NOTE 3 — 7 e SERIES 120/130/140 ALUMINUM SLIDING
SHEET 1 e v 1 1/4" MIN GLASS DOOR — IMPACT ((t
° EMBEDMENT >r'
.� '
2 TRACK FLANGE INSTALLATION DETAILS � TATi;_ QF
CONCRETE/MASONRY ° } DRAWN: Dwc NO. REv ✓,��t�s.., ORId _GC �`
BY OTHERS 2 3 16" MIN 1 7/8" MIN , 08-0308�� 6t1 \��..
/ — --{ NTS 04/13/17 16 OF 24 lit
SEPARATION EDGE DISTANCE
VERTICAL CROSS SECTION L.ROBERDLEWISTO ILLE,NC LUIS R. Lomas P.E.
1632 WOD-0609 RDLas@ld LLEpe.com 23 FL ND.: 62514
CONCRETE/MASONRYINSTALLATION s36-G89-OG09 Nlomas�ldornaspa.com