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proMrt Acurovat Menu > Pm4utt or AvoliIntgn Sea" > ArrIl.tioo List > Application noted BY
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FL# FI.2 1 R2 St. Lucie County
Application Type Revision
Code Version 401d.
Application Status App d
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC
and/or We Commission if necessary.
Comments
Archived
Product Manufacturer P_ET $t as "ILE COPY
Address/Phone/Email ec no ogy Drive
Nokomis, FL 34275
(941) [86.0100 Ext 22318 q
druark@pgtindustries.com
Authorized Signature ]ens Rosowskl
Jrosowski@pgtindustries.com
Technical Representative ]ens Rosowski
Address/Phone/Emall 1070 Technology Drive
Nokomis, FL 34275
(941) 486-0100 Ext 21140
)msowski @pgtiodustnes.mm
Quality Assurance Representative
Address/Phone/Email
Category E -_1)ogrs
Subcategory (Sf-..: x..o'Dayet„R�eRlblies
Compliance Method Certification Mark or Listing
Certification Agency Miami -Dade BCCO - CER
Validated By Miami -Dade BCCO - VAL
Referenced Standard and Year (of Standard) Standard
TAS 201, 202, 203
Equivalence of Product Standards
Certified By
Product Approval Method Method I Option A
Data Submitted 11/17/2014
Date Validated 11/21/2014
Date Pending MC Approval
Date Approved 11/21/2014
of Products
year
1994
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Florida Building Code Online
Page 2 of 3
FL#
IModel, Number or Name
Description
251.1
JSGD - 470 (Non -Impact)
Vinyl Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
��251 R22 C CAC I 1-1018.jq_gg(
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/21/2016
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
R251 R22 IT 11-1018.20.od(
product performance Information, anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Pa
1251.2 JSGD - 570 (Large Missile Impact)
Vinyl Sliding Glass Door
1 Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
R251 R22 C CAC 13-1125.05.pdf
Approved for use outside HVHZ: Yes
FL251 R22 C CAC 14082011 PVC.odf
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: N/A
04/14/2016
Other: Please see Miami -Dade County Notice of Acceptance INCA) for
Installation Instructions
product performance Information, anchorage details, and anchor type,
FL251 R22 1t 13-1125,05mcl
size, and spacing Information.
VedFled By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Indepentlent Third Party:
251.3 ISGD - 00 (Nan-Im att)
Aluminum Sliding Glass Door
Limps of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL251 R22 C CAC 11-1018.17.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/07/2015
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance INCA) for
FL751 R22_li 11-301B.I7.DO
product performance Information, anchorage details, and anchor type,
Verified! By: Miami -Dade BCCO - CER
size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Parry:
251.4 S1zQ k70H8'. Ndti1m act}
Aluminum Sliding Glass Door
Llm1 _ a
Rved}for
Certification Agency Certificate
qp _ use In HVHZ:rYes
FL251 R22 C CAC 11-I
Appro dJAr.r:sP 5
Quality Assurance Contract Expiration Date
Impact Resistant: No
03/24/2015
Design Pressure: N/A
on§
Other: Please see Miami -Dade County Notice of Acceptance INCA) for
23.3y`tt I 7.r :Lq$ .
product performance Information, anchorage tletalls, and anchor type,
beStitsd-By^it "CO - CER
size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
1251.5 jSGD-680(Non-Impact)
WinGuard Aluminum Sliding Glass Door
1 Limit; of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL251 R22 C CAC 14012309.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: No
03/18/2019
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance INDIA) for
FI-251 R22 IT 14012309.odf
product performance Information, andmrage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.6 JSGD - 770 (Large Missile Impact)
WinGuard Aluminum Sliding Glass Door
j Llmlts of Use
Certincaton Agency Certificate
Approved for use In HVHZ: Yes
FL251 R22 C CAC 14-0123 10 includes Corner.odr
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/17/2015
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance INCA) for
FL251 R22 11 14.0123.10 mcludes Corner.udF
product performance Information, anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.7 JSG9 - 770HP (Large Missile Impact)
WinGuard Aluminum Sliding Glass Door
Limps of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
R251 R22 C CAC 13-1009.07 HP LM.odt
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: Yes
03/24/2015
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance INCA) for
FU51 R22 IT 13-1009.07 HP LM.odf
Product performance Information, anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing Information.
Created by Independent Third Parry:
Evaluation Reports
Created by Independent Third Party:
251.8 JSGD - 770HP (Small Missile Impact)
WinGuartl Aluminum Sliding Glass Door
Limps of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
R251 R22 C CAC 13.1009.06 HP SM.odf
i Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
03/24/2015
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance INCA) for
FL251 R22 II 13-1009,06 HP SM.odf
product performance Information, anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Pa
251.9 JSGD - 780 (Impact)
WinGuartl Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
R251 R22 C CAC 12-0516.04.Ddf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: Yes
08/02/2017
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL251 R22 IT 12-0516.04.odf
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 1 /9/2015
Florida Building Code Online
Page 3 of 3
Product performance Information, anchorage details, and anchor type,
Verified By: Miami -Dade SCCO - CER
site, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.10 ISG72500 (Nan -Impact)
Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL251 P22 C CAC 12-0726.03 DR.odP
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: N0
05/22/2018
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL251 R22 IT 12-0726.03 DR.odf
product performance Information, anchorage details, and anchor type,
Vented By: Miami -Dade BCCO - CER
size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Thlyd Party:
251.11 SGD-2720 (Large Missile Impact)
Vinyl Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL251 R22 C CAC 13-1125.05.odf
Approved for use outside HVHZ: Yes
FL251 R22 C CAC 14082011 PVC,vdf
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: N/A
04/14/2016
Other: Please see Mlami-Dade County Notice of Acceptance (NOA) for
Installation Instructions
product performance Information, anchorage details, and anchor type,
FU51 R22 IT 13-1125.05.odf
size, and spacing Information.
VenFied By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Pa
251.12 SGD-3030 (Large Missile Impact)
Architectural Systems Aluminum Sliding Glass Door
Limits of Use
CertificaOan Agency Certificate
Approved for use in HVHZ: Yes
FL251 R22 C CAC 12111403.oaf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/14/2018
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FU51 R22 11 12111403.odP
product performance Information, anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.13 SGD-3030 Small Missile Impact)
Architectural Systems Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL251 922 C CAC 12111404.Daf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: Yes
02114/2018
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice Of Acceptance (NOA) for
FL251 R22 II 12111404.odf
Product performance Information, anchorage detalls, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Intlependent Third Party:
Conte :: 1940 North Monroe S[reeG Tallaha55ee FL 32399 Phone: 850-487-1824
The State of Honda Is an AA/EEO employer. Copyright 2007Q013 State of Florida.:: PAvaev Statement :: Accessibility 5tatement :: Refund Statement
Under Sorlda law, ¢mall addresses are Public records. if you do not want your e-mail Carr¢5 released in response to a public -records request, do not send electronic
mall to this entity. Instead, Contact the office by phone or by traditional mall, It Wa 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 me Department with an email address If they have one. The
emalls provided may be used for offical 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 M me public. To determine If you are a licensee under Chapter 455, F.S., please
tack here.
Product Approval Accepts:
W9 ® 99 in
scevri aferseccs
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgsEt2PTand5bm5... 1 /9/2015
M��IAEMI-DADS— MIAMI-DADE COUNTY
►'1'L' PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 209
AFFAIRS (PERA) Miami, Florida 33175.2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) ww.v.minmldade.cov/nera//Para/
PGT Industries
1070 Technology Drive,
North Venice, Fl. 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
APPROVAL DOCUMENT: Drawing No.PGT0003 Rev C, titled "Series 670 H.P. Aluminum SGD-NI", sheets
I through 10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 12102111, signed and sealed by
Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: on : Approved Hurricane Protection devices, complying w/ FBC, as
applicable are required.
Limitations:
1. See table 1, sheet 4 of this approved drawing set for applicable SGD unit sizes, design pressures,
reinforcements, glass types, sill riser and anchors requirements.
2. Egress operable doors must comply with min clear width per FBC, as applicable.
3. Nominal 5/8" max. airspace is applicable for I.G. glazing with Truseal Duraseal spacer.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 09-0826.14 and consists of this page I and evidence pages E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
MIAM143ADECOUNTY
NQA No I1-1
Expira�tion Da ee;Vah 2
0 8
Apra ate: December 15,2011
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (transferred from file # 09-0826.14).
2. Drawing No.PGT0003 Rev C, titled "Series 670 H.P. Aluminum SGD-Nr', sheets 1 through
10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 12/02/11, signed and
sealed by Lynn Miller, P.E.
B. TESTS (transferred from file it 09-0826.14)
1. Test reporton 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94
Along with marked -up drawings.and installation diagram of.Aluminum.Sliding:Glass,Doors,
prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5987 and FTL-5995,
dated 08/10/09, both signed & sealed by Julio Gonzales, P.E.
C. CALCULATIONS
1. Statement letter dated OCT 11, 2011, compliance to FBC 2007 & FBC 2010, prepared
by PGT, signed & sealed by Lynn Miller, P.E.
2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's
work per FAR 61 G15-27-001, signed & sealed by Lynn Miller, P.E.
3. Anchor verification and comparative analysis dated 08-24-09 and last revised on
12/15/09, prepared by PTC, LLC, Robert J. Amoruso, P.E. (transferred from file # 09-
0826.14)
4. Glazing complies with ASTME-1300-02 &-04
D. QUALITY ASSURANCE
1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. None
F. STATEMENTS
1. Statement letter dated OCT 11, 2011, compliance to FBC 2007 & FBC 2010 and "No
financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E.
1. Statement letter of conformance to FBC'2007and no financial interest, dati:d 08-19-09,
signed by Robert J. Amoruso, P.E. (transferred from file # 09-0826.13)
2. Letter of lab compliance, part of the above test reports.
G. OTHER
1. This NOA revises # 09-0826.14, expiring March 24, 2015.
2. Test proposals No(s) # 09-0177, 0177-A, B & C approved by BCCO.
��tih� � • t-�un�H
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No 11-1018.18
Expiration Date: March 24, 2015
Approval Date: December 15, 2011
E-1
GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) DESIGN PRESSURE CHART (PSF)
G1 -(1) LITE OF 3/16' TEMPERED GLASS.
G1A - (1) LITE OF 1/4- TEMPERED GLASS.
G2 -1' I.O.: (1) LITE OF 3/16' TEMPERED GLASS+ 5/8' AIR SPACE +(1) LITE OF 3/16' TEMPERED GLASS. SEE TABLES i & 1 A, SHEET 4
G2A -1' I.G.: (1) LITE OF 1/4" TEMPERED GLASS + 1/2' AIR SPACE + (1) LITE OF 1/4" TEMPERED GLASS.
DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR
ANCHORAGE DETAILS SEE SHEET 6.
SHUTTERS ARE REQUIRED.
INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT.
REFERENCES: TEST REPORTS FTL-5987 AND FTL-5995, DATED 08/07109
ELCO TEXTRON NOA: 07-0425.01.03-0225.05, ANSI/AF&PA NDS-2005 FORWOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL
THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH
VELOCITY HURRICANE ZONE (HVHZ).
DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE.
CONFIGURATIONS: STRAIGHT DOORS - MAXIMUM 2 TRACKS BY 9 FT. (108") HIGH WITH A MAXIMUM OF FOUR 4 FT. NOMINAL WIDE DOOR PANELS.
SEE EXAMPLE ELEVATION AND PANEL CONFIGURATIONS ON SHEET 7.
D.L.O. WIDTH = NOMINAL PANEL WIDTH - 7'
D.L.O. HEIGHT = NOMINAL PANEL HEIGHT - 8.25"
NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5-6:
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4' OR 5/16' ULTRACON (FORMERLY TAPCON) CONCRETE
SCREWS OR 1/4" ELCO SS4 CRETE-FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS.
2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5). 114- ELCO B84 CRETE-FLEX MAYBE USED INSTEAD OF #12 SCREWS.
3. WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1112"THICK. 1z WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD
BUCKS DEPICTED AS 2z ARE 1 12' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.
BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 5063-T5 AND A MINIMUM OF 11W THICK. THE ALUMINUM STRUCTURAL
MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2A WOOD BUCKS. THE ANCHORS
SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES
USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1, SHTS. 4, FOR ANCHOR TYPE 4 ARE ACCEPTABLE.
S. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY
OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE,
IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY,
HAVING JURISDICTION.
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1 • 10 1 PGT0003
NOA DRAWING MAP
SHEET
FNERAL NOTES .... ......... I
DETAILS ............
N rneebuncb.......4
T I O N S..................... 7
GURATIONS........... 7
SECTIONS..............8
SECTIONS ............ 8
LIST....................... 9
ISIONS.................... 10
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*?' No. 56705
MAX. UNIT MAX. UNIT
WIDTH 96" WIDTH 1455/16"
® T I I
MAX. MAX
UNIT / ° / ° UNIT
HEIGHT ° ° HEIGHT
108" 1081,
XO, OX, XX ° ° OXX, XXO, OXO °
MAX. UNIT
WIDTH 191 1/2"
A
MAX aanucrKvuw
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UNIT
HEIGHT ° iM�M✓S�
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J.J INIf/if ° C NO CNANGE7NI39REE( °�" ��'P `+TAKE Op; • _�
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sM 11n3ms A PERMIA MDECOMMEN73 Paeprf°m SERIES 670 H.P. ALUM. SGD-NON-IMPACT 'ri SSII�ONA�,�`
S1A o8D593 Ru Naxasi5aolnt ® sGrosolW. NTS 2 . 10 _ PGT0003 ALYNN� �lH,M
2DU 311VTEMPERED
74 2�1 1/4'TEK
82 82
3/4° NOM. M.
GLASS
78 BITE 78GLASS
ITE
EMERIOR
EXTERIOR
54
3/16" TEMPERED - TYPE G1 11A TiEMPEREDT
TM
208 1° NOM.
3/16"TEMPERED 209 1"NOM.
7/4"TEMPERED
6/8° AIR SPACE
3/16" TEMPERED 74 12" AIR SPACE 74
1/4" TEMPERED
3/4" NOM.
GLASS
3/4' NOM.
79
BITE
B`ITES
79
6
EXTERIOR
EXTERIOR
TRUSEAL DURASEAL SPACER
55
TRUSEALDURASEALSPACER
55
1" I.G. - TYPE G2
1" I.G. - TYPE G2A
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:PD ••., STAT O 1, ;'=14W:
���'cSS11I01 INA� E� ��
A. LYR. P.E.
REAW05
DESIGN PRESSURE AND ANCHORAGE- REINFORCEMENT- HIGH SILL RISER (4.00") TABLE 1.
HEAD& SILL (H&S) 9RH =&ASTRAGAL MUSTER PLUS ANCIIOR07Y.PH1rH1NS-
>JAMBANCHORDTY.
Anchor Types:
211V TQvWRiEO (&bno. & IO.U.) 1) '1/4" ELCO ULTRACON (FORMERLY TAPCON)
GLASS TYPE G1 &G2 2) '1/4" $84 CRETE-FLEX
IW TBdPEiEO(Iftm & LOU) 3) '5/16" ULTRACON
GLASS TYPE GIA & G2A 4) 'H12 STEEL SCREW (G5)
• SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1.
UNITHEIGHT
80 1 84 1 90 8 102 108
U
U
9
U
NOMPANEL
u
u
u
0
U
O
WIDTH
FRANE SIDE
U
cZOi
U
U
C
U
U
N
Y
if
N
<
Cl
N
y
N
N
V
N
N
p
N
N
GLA3STYPE-@G1,GIAG2,G2A
.00.209.0
+90-209.0
-90.209.0
+90.209.0
+90-206.3
+90.192.5
24
g
HIS
Cea2
C6+2
07+2
C8+2
C8+2
C7+2
C6+2
C6+2
C7+2
C6+2
06+2
C8+2
C6+2
C8+2
C8+2
C6+2
06+2
C8+2
@�L
JAMB
10
10
10
10
70
12
10
70
12
10
10
72
10
10
1 14
10
10
74
GLASSTYFE-pp01,GIP,02,G2A
+90-209.0
+90-209.0
-90-197.1
+90.182.5
+90.169.9
+90-169.0
30
Y
H&S
C6+2
C6t2
C8+2
C6+2
C8+2
CB+2
C6+2
Ce+2
C8+2
C6+2
C6+2
C8+2
C8+2
C6+2
C8+2
C6+2
C6+2
C8+2
1
a
JAMB
10
1 10
12
70
10
12
10
1 10
1 14
10
10
14
10
1 10
14
10
10
16
GLASS TYPE -G7, G1A, G2, G2A
+90 -171.0
490 .104.0
+90 -157.0
+90 -151.0
+90 -146.0
+90 -136.9
36
C
Ey
H&S
C6+2
C6+2
C7+2
C6+2
Do -2
C7+2
C6+2
CB+2
C8+2
Ce+2
C6+2
CB+2
C6+2
C6+2
C8+2
C8+2
C6+2
C8+2
d
JAMB
10
70
12
10
10
12
10
10
12
10
10
12
10
10
14
10
10
14
GLASSTYPE-G1
+90 =163.0
t90 .142.0
+90 .128.0
+90 -118.0
+90 -110.0
490 -104.0
GLASSTPE-GIAG2,G2A
+90-153.0
+90.142.0
+90-128.0
t+90L-11&.p
+90-110.0
+90-121A
42,
H&S
CB+2
CB+2
C7+3
C6+2
C6+2
C7+J
C6+2
C6+2
I C7+2
CS-2-,C6+,2,
77+2;
C6+2
I C6+2
C7+2
C6+2
C6+2
C8+2
d`
JAMB
10
10
12
70
10
72
10
10
1 12
f0 10
72
10
10
12
10
10
14
GLASS TYPE
-(31
+90-151.0
+90-140.0
+90-124.0
+90.
+90 -1 ao
+90 .94.2
GLASSTYPE-GIA G2, G2A
+90 -151.0
+90 -140.0
+90 -124.0
L+90j .]3:0�
+90 -118.5
+80 -110.0
H&S
C8+2
C8+2
C8+4
CBa2
C6+2
Q&13
CB+2
C6t2
C7-+■3
,Cfi12 :C0+2..C^+�9.
CB+2
CB+2
CB+3
C8+2
C8+2
CB+3
JPMB
10
10
12
10
10
12
10
10
12/
10 10
1-
10
10
14
10
10
16
1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4' SILL OLD WIDTH =NOM.PAH-
2. WHEN USING THE 21/2° SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH DLO HEIGHT= NOM. PANNELELHHEIGHT -
8.25'
THE 31/4-SILL. POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE IA ON THIS SHEET.
3.2 1/T, 31/4" AND 4' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
WHEREAS THE 1 IW SILL IS NOT AND MUST ONLY BE USED WHERE WATER
RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE
1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING
WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAMI: THIS CONDITION
IS NOT RATED FOR WATER INFILTRATION.
4. SEE SHEET 6 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION.
6. DOOR SIZE TO COMPLY WITH FED EGRESS REQUIREMENTS.
P.O. BQX I=
MOXOM&R9Y94
TABLE 1A
SILL HT.VS POS.DP
(+)DEIGN L040
INA
gSMLLF4;SE
+48.vmF
+W.OMF
+90.0 RF
SSENOTE914
EXAMPLE ON SHEET 5
ALL INTERLOCKS TO BE REINFORCED
r
OH LENGTH �{
OVERHANG
OH LENGTH
OH
OH HEIGHT
HEIGHT
00
EQUALT01
R
OR GREATER
SEE NOTE 3
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1/4" ELCO SS4 CRETE-FLEX 3) 6/16' ULTRACON 4) 012 STEEL SCREW (135)
HEAD & SILL ................ 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8- FROM CORNER ANCHORS CAN BE INCLUDED).
ADDITIONAL ANCHORS 24" MAX. ON CENTER.
SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL INTERLOCKS ON SHEET 6.
JAMBS ......................... 6" MAX. FROM BOTTOM AND 21" MAX. O.C. UTILIZING JAMB ANCHOR QUANTITIES FROM TABLE ON SHEET 4. —I
F — - — - — - — - — - — - — - — - — - — - — - — - — -
SEE CLUSTER 0ET., SHT.6- — - — - — - — - — - — -
I
ANCHORS PER PANEL' ARE THOSE INTERLOCK 3.6'MAX. ASTRAGAL INTERIOR
3•i/2' MAX
AT THE HEAD AND SILL BETWEEN CENTERLINE O.C. CENTERLINE I
CLUSTERS OR THOSE BETWEEN A
CLUSTER AND A FRAME JAMB. o 0 o
2.04" 1•
0
I LOCATED ELOW
8' MAX 24' MAX. O.C. CENTER OF PANEL
EXAMPLE OXX ANCHORAGE PLAN: C5+3 HEAD& SILL ANCHORAGE I3 PANEL 2-TRACK EXAMPLE SHOWNI=(18)ANCHORS TOTAL
(3) PANEL, 48" x 86" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES 1 & 2 IN CONCRETE SUBSTRATE EXTERIOR
-----------------------------------------------�
108,
MAX
C813 a 438) ANCHORS TOTAL AT HEAD AND AT SILL
3 C8 3 C8 3 CB 3
—�I I-- 24' MAX.
8" MAX., TYP. L-. C.L. ASTRAGAL
21" J
(14)ANCHORS
MAX. O.C.
PERJAMB(SEE
SHEET 6 FOR
CLUSTER O.C.
SPACING)
6" MAX.
191 i/2' MAX -
EXAMPLE OXXO ANCHORAGE PLAN:
(4) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE
rYuflUCf �LVIOOY
`�110yY61wY0 Mw/Y,W
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EXT.
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MAX.
] EXTERIOR INTERIORI�) 4SEE-
ANCHOR(ALL VERT. SECTIONS)���___VVVVVV NOTE'ALL DIMENSIONS SHOWN 4.051"ARE BASED ONMINIMUMMINALLOWED. 21118°O.C. O.C.
2x WOOD BUCK TY.NOTE
TYPICAL JAMB CLUSTER
FOR DETAILS "D" 8 "E"
13f8" MIN.
SEE CHART, SHT. 1 �I 1--
SHIM
L1/4" MAX. SHIM
WOOD ANCHOR TYP., SEE
ANCHOR NOTE 2, SHT.
ix WOOD
1
DETAIL A. 2-TRACK W/SCREEN FRAME HEAD
BUCK TYP.,
SEE ANCHOR
WOOD INSTALLATION
NOTE 3, SHT. 1
CONCRETE
ANCHOR TYP.,
1° MIN.
SEE ANCHOR
E.D. TYR
2 1116" O.C.
NOTE 1, SHT. 1
EXT.
L
� 13/8°MIN.
EXT.
1/4" r
MAX. J
2x WOOD BUCK TYP., SEE
SHIM
ANCHOR NOTE 3. SHT. 1
LWOOD ANCHOR TYP., SEE
ANCHOR NOTE 2, SHT. 1
DETAIL B. 2-TRACK FRAME HEAD
WOOD INSTALLATION
1 3/8" MIN.
WOOD ANCHOR TYP., SEE
F1/4°MAX.
ANCHOR NOTE 2, SHT. 1
SHIM -
1/4" MAX.
EEANCHOR
TE 5, SHT. 1)
EXT. T
21/16' 1- MIN
O.C., TYP.
DETAIL C 2-TRACK FRAME SILL
WOOD INSTALLATION
2x WOOD BUCK TYP., SEE
ANCHOR NOTE 3, SHT.1
WOOD ANCHOR
TYP SEE ANCHOR
INT.-------------- Wff( ALOR
INTERLOCK
CENTERLINE
1.75'MIN. 7"MIN.
2.04"
03.60" MIN.
SEE CHART,
SHT. 1
21/1
CONCRETE
AMEA BSLTEE CHART,
1x WOOD
BUCK TYP..--.
SEEANCHOR EXT.
NOTE 3, SHT.1 —
1/4"
MAX.
SHIM
1"MIN
E.D.,
TYP.
2 111W O.C.
INT. ASTRAGACOi
INTERLOCK
i CENTERLINE
7"MIN.
1.75"MIN.
0
2.04"
3.50" MIN.
2-TRACK, ASTRAGAL /INTERLOCK
8 ANCHOR CLUSTER
ANCHOR CLUSTER • C7
SHT.1-1 ------- 21116°OA.
SEE CHART,
SHT. 1
LCONCRETE ANCHOR TYP.,
SEEANCH§ QL.,,n.HT.1
10ET7CICI12�iRACKFRAME HEAD1
CREiEINeiAI-FAT4O
iE ANCH. 2 1/18" O.C., TYP.
:E ANCHOR
TE 6, SHT. 1) rCONCREI
1 3i8"MIN. NOTE 2, SHT. 1 EXT.
2x WOOD BUCK TYP., SEE
EXT. ANCHOR NOTE 3, SHT. 1
D AILE 2-TRACK' FRAM EJ CONCRETE,
TAU!AT/O SEEANCHORI
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4 INTERIOR
T(TALLPANEL TYPES)
I+ y EXTERIOR
NOTE;
REINFORCEMENT REQUIRED AT
ALL INTERLOCKS.
DETAIL'K' OR'L', SHT. 8 &
IANCHOR DETAILS'D' &
'E', SHT. B f DETAILV, SHT.8
ASTRAGAL DETAIL'M', SHT. 8J v DETAIL'1', SHT. 8&
EXTERIOR ANCHOR DETAILS 'A','W&
'P, SHT. e
191 1l2" MAX. WIDTH
SEE FIXED
41'MAX PANELCLIP
D.L.O. DETAIL BELOW
WIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
1 TYPE
TYPE
TYPE
�R�
I
/
4
REINF.
I
I SEE
NOTE
/
REINF.
97718" 101
MAX.
MA
D.L.O. HI
TY TYI
I 3
SEE FRAME & OXXO (2 TRACK) DETAIL'H', SHT.8 &
PANEL CORNER ANCHOR DETAILS'C' &
CONSTRUCTION #8 X 1.00" -G.. SHT.B
DETAILS BELOW PH SMS (OPTIONAL) l A10 X 1.28°
`TEK SCI
r" ""' FIXED PANEL
PANEL CORNER FRAME CORNER CLIP DETAIL
DETAIL DETAIL HEADSHOWN,SILL
APPLICABLE
NOTES: 1. SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL
PANEL WIDTH =48". SEE SHT. 8 FOR SECTION DETAILS AND SHTS.4-6 FOR
ANCHORAGE DETAILS.
2. MAX. DLO WIDTH =41°MAX, MAX. DLO HEIGHT = 97 718'MAX.
3. (1) LOCK (ITEMS 75 & 107-110)AT EACH LOCKSTILE, LOCKING INTO KEEPER
(ITEM 103)AT FRAME JAMB OR ASTRAGAL
------ PANEL TYPES/EXAMPLEELEVATIONS
NOTE:
1. MAXIMUM NOMINAL
PANEL WIDTH FOR ALL
PANEL CONFIGURATIONS
EQUALS 48"
��Yjllti wlg�M1�i���Id�O1f
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No. Ems
SMC i1H6i88 A PER M4IMIOAOE LVNMENT3 P.a RQCf41B r _ t� lu
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ALL REINFORCED INTERLOCK
DETAIL'J'
OF,
DETAIL TI' SCREEN
ATHEAD
DETAIL W (FIXED PANEL)
DETAIL'O' SCREEN
AT SILL
SILL RISERS OPTIONS aEXTERIOR INTERIOR
(ALL VERT. SECTIONS)
(SEE D.P. LIMIT TABLE 1A, SHEET 4)
23
4-�j
;&5
2S5S 3.3W
� J
4 INTERIOR
(ALL HOR17 SECTIONS)
lu EXTERIOR
16
112
62 40
/1 67
DETAIL SCREEN
ATJAMB
24
4.066'
DETAIL V.
080
3'
L
9H B'
FIXED PANEL CLIP REO'D AT TOP
(HEAD) S BOTTOM (SILL) OF FIXED'0'
PANELS. SEE SECTION W THIS SHT. S
FIXED PANEL CLIP DETAIL ON SHT. 7
ASTRAGAL
DETAIL'M'
rYOpULT plY19W
FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOXSILL RISER 9MA)(. Willi
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MAX. DETAIL •I' ■14114b9.
25 EXT. DLO 1-101 •I^A
22 TYP.� tiY i
59 erfa
18
1 6.056' M OR 13
J 9.305'
1.58/' 1 11 \p` Ny LYNN ]c'�..
113
FLUSH FLAT SILL RISER LOW FLATSILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER S =* ND. 56705 '*S
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1]308
817308
2-TRACK HEAD
2
i]303
877303
2-TRACK HEAD WITH SCREEN RAIL
6
17314
817314
FRAME SCREW COVER
8
17317
677317
FRAME HEAD/JAMB ADD -ON
7
17304
8173D4
2-TRACK SILL
B
17301
6173D1
2-TRACK SILL WITH SCREEN PAIL
11
R313
617313
FRAME SELL TRACK INSERT
12
17315
817315
FRAME SELL SCREEN AD0.0N
14
17305
617305
2-TRACK JAMB
15
17302
817302
2-TRACK JAMB WITH SCREEN RAIL
18
17322
617322
SILL PoSER-0
1B
17310
877378
SILL RISER -O HOLLOW
20
17321
817321
SILL RISER -LOW FLAT
21
77378
877378
BILL RISER -LOW HOLLOW
22
1]356
811355
BILL RISER -MED FLAT
23
17354
61i354
SILL RISER -MED HOLLOW
24
17320
817320
SILL RISER - HIGH HOLLOW
25
17323
817323
SILL RISER -HIGH FIAT
40
4378
812268
SCREEN SIDE RAIL-LOCKSTILE
41
TLOCKWGSK
SCREEN LOCKSET
42
41818
SCREEN KEEPER SPACER SET
43
8152
68162
SCREEN INTERLOCK ADAPTER
44
4428
84428
SCREEN DOUBLE INTERLOCK
45
4377
812258
SCREEN TOP RAIL
48
4310
812257
SCREEN BOTTOM RAIL
47
66e
7SRA2
STANDARD ROLLER
48
668
78RAX
STANDARD ROLLER-ST. $TL.
49
4394
89344
SCREEN ASTRAGAL
50
17349
877349
0%O SCREEN AS7RAOALADAPTER
51
1882
81682
SCREEN SPUME -.165
52
1694
81689
SCREEN SPLINE -.15D
S3
81818C20
SCREEN CLOTH
64
1725
t/2' x 4" x 1/1B' SETTING BLOCK
65
i128
7"X9°X1/18"SRRNG BLOCK
200
GLASS
3/16 TEMPERED
201
GLASS
1/4 TEMPERED
208
GLASS
IG 31783H8 FULLY TEMPERED
209
GLASS
JIG 114-174 FURY TEMPERED
REM
PGTD9B. p
PGT. #
DeacApilan
87
17328
81]328
PANEL STILE (HEAVY DUN)
62
t732/
8t]32i
INTERLOCK ADAPTOR
83
1225
BTP24B
VINYL BULB WS'IP. - THIN (INSIDE INTERLOCK)
84
7728
71728
SELL ENO WEATHERSTRIP PAD
65
17328
81732E
INTERLOCK SCREW COVER
fib
17348
Bfl348
INTERLOCK ALUM ftE1NF, (PANEL-0°)
88
77339
81]338
HEAVY DUTY ASTRAGAL
fib
17324
817324 -
TOP 8 BOTTOM FAIL
70
17357
417350
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
T1
ifi95
71695
71fYX7'X314"HIGH FIN SEAL DUST PLUGS
72
B7B7
78153%
TANDEM ST. SR� ROLLER ASSY.
73
8163
78163N
TANDEM NYLON ROLLERASSV.
79
SILICONE
OOW BBB ORBBS
75
8185
781B5X
GEMINI MORTICE 9FLV LOCK W/LONG TRIM PLATE
7fi
]1032X1FPFX
#iD32X1'FL. SS SCREW W/TYPE'F'TIP
77
7103230
10323TEEL 2NC U4JUT
78
77358
81]358
&1887/40GEE BEAD HORPAMAL
7B
17357
87]95]
1"IG BEAD HORIZONTAL
B2
1224
6TP247K
VINYL BULB WEATHERSTRIP
83
IGTAPE
1/2"X 7/i6"SINGLE SIDE ADHESIVE TAPE FOR IG BEAD
100
0052
48052
ROLLER ADJ. HOLE PLUG
101
72087
JAMB BUMPER
102
1686
71696
DUSTPLUO
103
8188
787BB%
I- KEEPER
104
853
750KEEP
SCREEN LOCK KEEPER
105
17944
817340
FOlEO PANEL CLIP -e"LONG
1W
17352
677362
EXTERIOR FEED PANEL RETAINER
1W
1739
71739
HANDLE KIT- INTERIOR RAISED WITH THUMB TURN
108
7740
]i]40
HANDLE NR-RAISED EXTERIOR HANDLE
109
1731
]8182SN
HANDLE NR-RECESSED INTERIOR WITH THUMB TARN
110
7732
781]8
HANDLE KIT- RECESSED EXTERIOR PULL
111
]70%34PPSDA%#10X3/4°PH.
PH. TEK-5.5.
112
1235
e]S78
WSTP, .270 X.770-FIN SEAL
173
1772
840fi8
.187 X.230 FINSEAL
n4
710%116PP%
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175
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117
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121
17353
'0'PANEL BRACKET
122
#10%11/9'7EK SCREW
1.3
1.050° O.B3°
-.yI 1.050"
1.003"
0757'-ymo-0.718"�9°
0.060.762' 0'2,190•
0'0062' 0.062- 26,r 0.080 0.05
0.050"
INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) GLAZING BEAD(I.G.)
(65) MATL: 6063-T6 (6) MATL:6063-T6 (78) MAIL 6063-T6 SILL TRACK (79)MATL: 8063-TB FIXED PANEL CLIP
(11)MAT'L: 6063-T8 (105)MAT'L: 6063•T6
4.125' 6.198• 4A9°
0.082° 1.304' 1.211" 1.605.
0.081" L
Imo- 3.25° 2-TRACK HEAD W/ SCREEN TRACK 0.080• 2-TRACK SILL
TOP/BOTTOM BOTTOM RAIL
(2) MAT'L:6063 T8 0.23E (7) MATL: 6083-T6
(69)MATL'8083-Tfi 3.979'
Imo- q• 1.467° Z46.221'
UUTL0.076" 0.082" �I 1.fi06"
0.133"1.645° FLUSH FLATSILL RISER
18 MATL: 6063:M
1872° .
3.125• I 2-TRACK SILL W/SCREEN TRACK
0.281" � 8 MATL: 60834e
HEAVY DUTY STILE HEAVY DUTY ASTRAGAL
(61) MATL- 60WRI (68) MATL' 6083-TB
5.069• �.-1.654"
1.211'0.080- I_LJ 1.2
081'
2-TRACK HEAD 0.26(y
(1) MAT-L 6063-T6 REINFORCEMENT
0.750' t661wt6�6
0.750"(FA ELLENGTH-9°)
fez°
0.06T
0.760"
4.055' 0.062'
3.30Ul uu j 5°
2.555' p,
0.06Y 1.019"
SCREEN STILEI 0.062"
(40)MATL: 6003•T6 1.868"
1.045" 1.1ql.739"
" L7�
1.993° 0.062'
0.876"
SCREENTOPRAIL �I�� INTERLOCK
(45)MATL: 6083-T81B93. (62)MAT'L'6063-T6
L 0.062'
-1 1.38•
0.081'
5.08!
2•TRACK JAMB
(14)MAT'L'0083-TO
L
0.709"
0.050" I�
0.55
SCREEN BTM. RAIL 0.232'
(40)MATT: 6083-T6 0.232"
(�--may-- 0.908°
3.205'
7J.667'
2.455"062"+0.082- - I-- 0.062° -+I---
P.Q BQ%162+
Noxann; ra.ws�a
10 a 10
8"
2-TRACKJAMB W/
SCREEN TRACK
(16) MAT'L: 6063•Te
0.232'
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(Y1j/{Vr M16 1 I.S
3.955'
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FLAT
SILL RISER
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MATL: 606346
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