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• FL# FL29078-R2
Application Type Revision
Code Version 2020 0�7y6
' Application Status Approved REV 3 IEWED FOR
Comments
Archived CODE C®���f����
`TA L UCIE COUNTY
Product Manufacturer CGI Windows and Doors ®��
Address/Phone/Email 10100 NW 25 Street
Miami, FL 33172
(305)593-6590
Lmiller@pgtindustries.com
Authorized Signature. )ens Rosowski 7F1le �
josowski@pgtindustries.com
Technical Representative Lynh Miller,P.E.
Address/Phone/Email 1070 Technology Dr
N Venice,FL 34275
(941)486-0100 Ext21142
[miller@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or'a Licensed Florida
Professional Engineer
0 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the A. Lynn Miller, P.E.
Evaluation Report
Florida License PE-58705
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 02/19/2023
Validated By Steven M. Urich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL29078 R2 COI Cert of Independence.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1300 2009
TAS-202 1994
Equivalence of Product Standards
Certified By
Sections from the Code
https://flor�idabuilding.org/pr/prLapp_dti.aspx?par am=wGEVXQwt.DqugvQUWv761qmM6%2fh'isnRIHFL%2fJoQ422tHDtVscZ%2fqeig%3d%3d 1/2
2/5/2021 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 09/04/2020
Date Validated 09/06/2020
Date Pending FBC Approval 09/21/2020
Date Approved 12/16/2020
Summary of Products
FL# Model,Number or Name Description
29078.1 SGD-4025A Non-Impact,Aluminum Sliding Glass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL29078 R2 II SGD-4025A CGI-REV A.pdf
Approved for use outside HVHZ:Yes Verified By:A.Lynn Miller, P.E.PE-58705
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: N/A Evaluation Reports
Other:Please see the enclosed documents for product FL29078 R2 AE-SGD4025A CGI-Eng Eval.pdf
performance information,anchorage details,and anchor type, Created by Independent Third Party: No
size,and spacing information.
29078.2 SGD-4130A Impact Resistant,Aluminum Sliding Glass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL29078 R2 1I SGD-4130A-REV A.pdf
Approved for use outside HVHZ:Yes Verified By:A.Lynn Miller, P.E.PE-58705
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: N/A Evaluation Reports
Other: Please see the enclosed documents for product FL29078 R2 AE 4130 Door Eng Eval.12d
performance information,anchorage details,and anchor type, Created by Independent Third Party: No
size,and spacing information.
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Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida,is an AA/EEO employer.Co right 2007-2013 State of Florida ::Privacy 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 hem_.
Product Approval Accepts:
®0,5 ® 09®
Credit Cartl`�
Safe
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqugvQUWv761gmM6%2fhjsnRIHFL%2fJoQ422tHDtVscz%2fgeig%3d%3d 2/2'
Urich Engineering, LLC 6154 Newgate Circle
Mechanicsburg, PA 17050
717-317-8454
steve@urichengrllc.com
October 4, 2017
To Whom it May Concern:
Urich Engineering, LLC is owned and operated by Steven Urich, PE.
Urich Engineering, LLC and Steven Urich,PE do not have, nor intend to acquire, a financial
interest in any company manufacturing or distributing a product listed in this product approval;
Urich Engineering, LLC and Steven Urich,PE are not affiliated with any company testing or
labeling a product under this approval;
Urich Engineering, LLC and Steven Urich,PE do not have, nor intend to acquire, a financial
interest in any-company involved in the approval process of the products listed in this product
approval.
Thank you.
Steven M. Urich, PE
President
`\\�1�UN i nra����'` This rceni:has been electronically signed and';e I d
°gLZ' C E k s��+��;� 6y Steveri:Afi Unch:PE on 10%4/2017 'using a Digiial
A. .Sagnature;� .
6 * Printed copes of this document are not can;idere&
�p STATE OF aigned ands'16 and the signature must- a verified
P = on an electronic co ies W
,P
Engineering Evaluation Report # 4130-090120
Prepared by:
A. Lynn Miller, P.E.
1070 Technology Dr.
N.Venice, FL 34275
(941)480-1600 .
Certificate of Authorization: #29296
Manufacturer:
CGI Windows and Doors
3780 W 104th St.
Hialeah, FL 33018
Product Description:
SGD4130A Impact-resistant Aluminum Sliding.Glass Door, (LM &SM), FL-29078
Compliance:
The above-mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61. G20-3.005 method 1(d). The product listed
herein complies with requirements of the current Florida Building Code.
This product has been evaluated and is in compliance with the current Florida Building Code, including the"High Velocity
Hurricane Zone" (HVHZ).
Supporting Technical Documentation:
1.Approval document: drawing number SGD4130FLPA Rev.A, signed and sealed by A. Lynn Miller, P.E.
2. Test Report FTL 19-8800 &20-2108.1-5, signed and sealed by Idalmis Ortega, P.E.
Fenestration Testing Laboratories, Medley, FL 33166
TAS 201-94 Large Missile Impact Test
TAS 202-94 Uniform Static Air Pressure Test
TAS 203-94 Cyclic Pressure Loading Test
3.Anchor calculations, signed and sealed by A. Lynn Miller, P.E.,.dated 4/18/19 &9/1/20
Limitations and Conditions of use:
• Units must be glazed per ASTM E1300-09, refer to approval document for glazing details.
•This product is rated to be used in-the HVHZ.
-This product is impact resistant and does not require impact protection in wind borne debris regions-.
• Frame and panel material to be extruded Aluminum.
• Units must be installed in accordance with approval document SGD4130FLPA.
I,I
A,��Ikllf°tlfE/
LYNj1Ghjyoo.',�,�
�
No 587- 5 ,
N.. -9!3/20` ;tU
Q STATE OF !(/
i yam.
A. Lynn Miller, P.E.
P.E. #58705
FLORIDA PRODUCT APPROVAL#29078
DESIGN PRESSURE RATING IMPACT RATING
SERIES 4130A IMPACT RESISTANT SLIDING GLASS DOOR +55/-65 PSF RATED FOR LARGE a SMALL
MISSILE IMPACT RESISTANCE
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 3ANCHORS FOR ANCHOR ,
GROUPA(SHOWN);
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 5 ANCHORS FOR ANCHOR AT LEAST 4"O.C.,STAGGERED
GROUPS IN ALTERNATING TRACKS,
3)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1.ALL WOOD BUCKS LESS THAN 6"MAX. I►— A SEE SHEET 3
1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT
IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR
GREATER.1XAND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS 6"MAX.
TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD.
4)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CI
USE.ANCHORS OF SUFFICIENT LENGTH.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL C D E DI
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY
OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
5)SHIMS ARE REQUIRED AT EACH FLANGE ANCHOR LOCATION WHERE THE PRODUCT IS NOT
FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD
BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM 88-5/8"
BY THE DOOR. 28-3/4"MAX.O.C.FOR MAX.DLO.
ANCHOR GROUP A; 98"MAX'
HEIGHT FRAME HEIGHT
6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIND LOADS 18"MAX.O.C.FOR
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS ANCHOR GROUP B
NOT BEEN USED IN THE DESIGN OF THIS PRODUCT,THE 1.6 LOAD DURATION FACTOR WAS USED
FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH
OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING
CODE FOR CORROSION RESISTANCE. /
TABLE 1: 40-518"MAX
Anchor Minimum Minimum DLO WIDTH B
Group Anchor Substrate Edge Embedment
Distance
Southern Pine(SG=.55) 9/16" 1-3/81, _
#12 SMS Screw(G5); Aluminum,6063-T5 min. 3/8" 1/8" FOR SILL ANCHORAGE,SEE HEAD.
Steel,18-8 SS or410 -
SS Steel Stud,16 Ga.,Gr.33 min. 3/8" 0.0566"
A36 Steel 3/a" 0.050^ TYP.ANCHOR LOCATIONS
Concrete(min.2.9 ksi) 2-1/2" 1-3/8" 4 PANEL,2 TRACK BYPASS OXXX -
1/4"steel Ultracan Ungrouted CMU,(ASTM G90) 2-1/2" 1-1/4" CONFIGURATION SHOWN.
A Southern Pine(SG=.65) 1" 1-3/8" UNLIMITED NUMBER OF PANELS IN ANY 2-TRACK OR 3-TRACK CONFIGURATION USING VERTICAL
Concrete(min.3.0 ksi) 2-1/2" laell CONDITIONS SHOWN ON SHEET 2 ARE APPROVED AS LONG AS THE PANEL DLO WIDTH DOES NOT
1/4"steel Ultracon+ Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" EXCEED THE TESTED DLO WIDTH OF 40-5/8"AND THE TESTED FRAME HEIGHT OF 98"IS NOT
Southern Pine(SG=.55) 1" 1-3/8" EXCEEDED.
Concrete(min.3.35 ksi) 2-1/2" 1-3/4" ADDITIONALLY,FOR INSTALLATIONS IN THE HVHZ,MAXIMUM FRAME AREA OF 194.6 SQUARE FEET,
1/4"410 SS CreteFlex Ungrouted CMU,(ASTM G90) 2-1/2" 1-114" MAY NOT BE EXCEEDED. -
Southern Pine(SG=.55) .1" 1-3/8" ,�ttpl!Id7:L1Th/Ij
Concrete(min.2.95 ksi) V. 1-3/8"
1l4"steel Ultrecon Ungrouted CMU,(ASTM G90) 1" 1-1/4" 'r��•��•`WOEN�,;"'.��{`��^f,,
B 1/4"steel Ultrecon+ Concrete(min.3.0 ksl) 1-5/8" -1-3/8" Impact Resistant
Ungrouted CMU,(ASTM G90) V. 1-1/a" n8i' - a°•"W. '�WlndoWS&Doors y, No 5870S: t
Concrete(min.3.35ksi) r'. 1-3/4- ALUMINUM SLIDING GLASS DOOR FPA J ROSOWSKI WE'flESTa0N0Ea'-
1/4"410 SS CreteFlex
Ungrouted CMU,(ASTM G90) 1-0/4" 1-1/4" D••rviption: Dote: - PREPARED BY LYNN MILLER
1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. GENERAL NOTES&ELEVATION 04/15/19 1070 TECHNOLOGY DRIVE2)'UNGROUTED CMU' �` BTATEDF
3)ANY ANCHOR HEAD TYPEES APPLICABLE.S MAY BE D FOR GROUT-FILLED CMU APPLICATIONS. RMo/on: Rev. aY: R•v.Cat.: N.VENICE,FL 34275
(941)480-1600
ADDED ULTRACON+ANCHORS JR 09/01/20 DGlwie PYRIGH oopR,INc.
$III.9�nad•/: Seat•: Sh•et: DraWng No. R•r LIMITED LICENSE TO MPNE
SGD-4130A NTS 1 OF4 SGD4130FLPA A COPIES FOR PERMITTING. A.LYNN MILLER,P.E.
CERT.OF AUTH.#29296 P.E.#58705
EDGE TYP.ANCHOR TYPE,EMBEDMENT AND EDGE PANEL CLIP ONLY USED I-F- 1/4"MAX.SHIM
DISTANCE DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET 1 39 24 IN CONFIGURATIONS
WITH A FIXED PANEL 71t
DETAIL OAawn
EMBEDMENT
114"MAX.SHIM DETAIL O DETAIL C'
- DETAIL D'SIMILAR 1p DETAIL C SIMILAR FOR ALL FRAME MEMBERS
IN A 3-TRACK
CONFIGURATION,THE
2-TRACK HEAD OUTER ROW OF
SHOWN,MAY ALSO INSTALLED IN S
BE 3-TRACK,#4 _ 30 EITHER THE EXTERIOR OR
30 DLO INTERIOR TRACK.
WIDTH 7 26
23 I TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
30 SEE TABLE 1,SHEET 1
9
25
8 13 EXTERIOR
EDGE
DISTANCE
25 27 38 `
EMBEDMENT
28 3-TRACK JAMB SHOWN,MAY
FRAME - DLO 6 ALSO BE 2-TRACK#3
HEIGHT HEIGHT
DETAIL OE 30
NOTES
37 11 7 1)USE ONLY SUBSTRATE APPROPRIATE ANCHORS
13 w
DISTANCE LIMIT LISTED IN S FOLLOW EMBEDMENT AND EDGE
20
2)MASONRY ANCHORS MAYBE USED INTO WOOD AS
32 PER TABLE 1.ALL WOOD BUCKS LESS THAN 1-1/2"THICK
ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD
50 9 BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY
TO SUBSTRATE.WOOD'BUCKS DEPICTED AS 2X ARE
1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN
EXTERIOR 219_r")
EXTERIOR 27 3B 26 USED)SHALL BE DESIGNED TO PROPERLY TRANSFER
22 n LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND
FIXED PANEL `J INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER
DETAIL @ SILL OR ARCHITECT OF RECORD..
3)SEE SHEET 3&TABLE 1 FOR SPACING REQUIREMENTS.
2-TRACK SILL
SHOWN,MAY 4)MAX.SHIM THICKNESS TO BE 1/4'�, jrl'ta'/J1t
ALSO BE ♦\S 7/
3-TRACK,#5 ♦ �
Ell
DETAIL B Impact Resistant T1 �,
ra.: D"e"" Windows&Doors No 58ZOS. ,
ALUMINUM SLIDING GLASS DOOR FPA J ROSOWSKI O WE'RE STRONGER"
1/4°MAX. Description: Date: PREPARED BY LYNN M
CONT.SHIM EMBEDMENT 1070 TECHNOLOGY DRIVER,r2�, ,
OR GROUT + INSTALLATION CROSS-SECTIONS 04/15/19 N.VENICE,FL 342756'[ATE OF
RMNon: Rev. By: Rev.Dab: �i "- ORIOw•'�1�^'
I� EDGE TYP.ANCHOR TYPE,EMBEDMENT AND EDGE CGWINDOWS nTD000Rs,NC.
DISTANCE DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET 1 Seneo/Nodd: Scale: Sheet: Drvwfnq No. Rev: LIMITED LICENSE TO Mace I
SGD-4130A .75 2 OF 4 SGD4130FLPA A RT. F AUTH.#29 A.LYNN MILLER,P.E.
CERT.OF AUTH.#29296� P.E.#58705
- I
3.826" 3,625"
MIN, MIN, 4"MIN.
2 TRACK JAMB 3 TRACK JAMB 4"MIN. + 1
ANCHOR DETAIL .ANCHOR DETAIL ° ° o 0 0 1
1.871" - 1.871"
IF F ° EXTERIOR EXTERIOR
o - o
1 nn
I � + 2 TRACK HEAD V 2 TRACK HEAD
3-ANCHOR CLUSTER DETAIL .5-ANCHOR CLUSTER DETAIL
6"MAX 6"MAX
. MMIN:
25" 3.625'
0 0
MIN. 4"MIN.
4"MIN. o o o o I ,
1.871" 1.871"
28.314"MAX.O.C.FOR 26-314"MAX.O.C.FOR ° o o
ANCHOR GROUP A; ANCHOR GROUP A; EXTERIOR EXTERIOR
18"MAX.O.C.FOR 18"MAX.O.C.FOR
ANCHOR GROUP B ANCHOR GROUP B 2-TRACK SILL 2 TRACK SILL n
1 3-ANCHOR CLUSTER DETAIL 5-ANCHOR CLUSTER DETAIL
3.62 MIN.. 3.625" 4"MIN.28-314'MAX.O.C,FOR 28-3/4"MAX.D.C.FOR MIN.
ANCHOR GROUP A; .ANCHOR GROUP A; 4"MIN.
18"MAX.O.C.FOR 18"MAX.O.C.FOR o o o o o
ANCHOR GROUP B ANCHOR GROUP B 1 871" 1 871"
o1 0
'lll EXTERIOR EXTERIOR
o 0 3 TRACK HEAD 3 TRACK HEAD
3-ANCHOR CLUSTER DETAIL 5-ANCHOR CLUSTER DETAIL
(SEE NOTE 1,THIS SHEET) (SEE NOTE 1#MIN
THIS SHEET)
28-314"MAX.D.C.FOR 28-314"MAX.O.C.FOR
ANCHOR GROUP A; ANCHOR GROUP A; 3.625° 3.626'
18"MAX.O.C.FOR MIN. MIN,
ANCHOR GROUP B 18"MAX.O.C.FOR
ANCHOR GROUP B 0 4"MIN, o o 1"
EXTERIOR I EXTERIOR o o EXTEERIOR TEERIIOR
3 TRACK SILL 3 TRACK SILL
3-ANCHOR CLUSTER DETAIL 5-ANCHOR CLUSTER DETAIL
EXTERIOR INTERIOR, (SEE NOTE 1,THIS SHEET) (SEE NOTE 1,THIS SHEET)
TRACK TRACK T\',.,'
i�
CENTER
TRACK Impact Resistant
Drawn Qr. ®Windows&Doors No 557NOTE 1) dS,
IN KI RE
A3-TRACK ALL MEMBERS
IN ALUMINUM SLIDING GLASS DOOR FPA J ROSOWS WE STRONGER'"'
MEMBE _
CONFIGURATION,THE OUTER Dear+ipaon: Dofa:
ROW OF ANCHORS MAY BE . PREPARED BY TECHNOLOGY DR I LYNN MILLER
INSTALLATION ANCHOR HOLE LOCATIONS O4/15/19 r-� "Y"•,, Q�3�,z� -
1070 TECHNOVE .C'
INSTALLED IN EITHER THE Q t.,_ STATE OF
N.VENICE.FL 34275 .(� ti
EXTERIOR OR INTERIOR TRACK. Redelon; Rev. Rev.Dab: fig =•.(�ORIOP
6r (941)480-1500
NA
CGI WINDOWS AND DOORS,INC. r O
Senee/NOAoI: Soule: Sheet: On]wlny No. Rev: LIMITED LICENSE TO MAKE I
COPIES FOR PERMITTING' A.LYNN MILLER,P.E.
SGD-4130A NTS 3 OF 4 SGD4130FLPA A CERT.OF AUTH.#29296 P.E.MILLER
TABLE 2:
.062" .062" Item PartM Description Mat
1 4.673' 6.540' +-I
1 AL-1140 2-Track Frame Head 8063-76
T 1 +I .062' �2 AL-1142 2-Track Frame Sill 6063-TB
1.126" 1.125" 3 AL-1141 2-Track Frame Jamb 6063-TB
++ y 4 AL-1143 3-Track Frame Head 6063-Tfi
11-ji
.065T 1 .065"
= " 1 3.668. 5 AL-1145 3-Track Frame Sill 6063-TG
O 2-TRACK HEAD - O 3-TRACK HEAD 6 AL-1144 3-Track Frame Jamb 60WIS
7 AL-1147 Horizontal Stile 6063-TB
4.847" + 6.715" 2.639" 8 AL-1148 Extedor Interlock 6063-T6-
.070" 1 .070" 1 9 AL-1150 Vertical Rail 6063-TB
.075" 10 AL-1149 Interior Interlock 6063-T6
.875' d Do .874" 11 AL-1151 Astragal 6D63-T6
TI}' 12 AL-1146 Waterbar Adaptor 6063-TB
O 2-TRACK SILL OS 3-TRACK SILL 160• 1.404' .647"�- 13 AL-1152 7/16"Laminated Glazing Bead 6063-T6
WATERBAR 14 AL-1153 Roller Track 6083-76
090, •090" 11 ASTRAGAL 12 ADAPTER 20 HD-77-10244 Fixed Panel Shim
4.716" . 90 6.584" 21 HD-77-10245 Roller Shim
i I T 22 HD-77-10249 Tandem Rollers
t + --►I.680"'I-►- 23 HD.77-10246 Anti Lift-Air Pad
1.375" '�' 870" 24 Fixed Panel Clip 6D63-T5
25 WS-382V Glazing Bulb.187'X.200" PVC
.080" + + .045" 1.007" �- .344" 26 Lock -
O 27 2-TRACK JAMB .080"
O 3-TRACK JAMB Handle-KIT- 28 Handle Set-KIT
13 BEADING 14 ROLLER TRACK -29 Recessed Handle
I. 4.062" 4.006"
30 64068G Wea lherstr 1p.187°X.230"Fin Seal
070° 31 HD-77 .95"X 2"X8"(Anti-Lift& Plug
32 PGT 71828K 1/2"X4°X 1/8°Setting Block 11 T 7/16"NOM GLASS STACK 33 204-W Bumper PVC
T .070' I 34 7116"Adjustment Screw Cover
1.340° 3116"HEATSTRENGTHENED GLASS 35 #8 X 1"Pan Phil A(Assembly) 41055
11 1.790" 36 #10-16 X 1.1/4"Pan Phil Tek 4109S
y .062' + ,090"SAFLEX OR TROSIFOL 37 #10 X5/8"Pan Phil AB(Astragal) 41OSS
1 1 PVB INTERLAYER 38 #10 X 1"Pan PH TEK 410 SS(Keeper) 41OSS
OHORIZONTAL RAIL (a)EXTERIOR INTERLOCK 3/16°ANNEALED GLASS OR 39 #8 X314"Flat Phil Tek(O-panel) 41OSS
.062" .080' HEAT-STRENGTHENED GLASS
' 40 #10J2 X 314"Flat(Undercut)Ph 41OSS
080" 25 kGL-ASS
41 HD-77-10252 .810"X 1-3116"X.690"(Top/Bot Rail)Plug .
070" 42Dow 791,983 or RGS 7700 Sealant
4.006" I 4.006" 13 50 - Screen Assembly wades
.070' .D70" F�CTERIOR1.490" 1.790" .
.070" '
.070" OVERTICAL STILE 10 INTERIOR INTERLOCK {f1
'.`t(.kl'l,_'Il/L:/)/
TYP. GLAZING DETAIL
&Impact Resistant `Q
Rti• D°"" .Windows&Doors _ ND 55705.
ALUMINUM SLIDING GLASS DOOR FPA J ROSOWSKI WERE STROWE6'" *�j{
Description: - D•1" PREPARED BY LYNN MILLER~ '�T" /(2Q�
EXTRUSIONS AND BOM 04/15/19 1070TECHNOLOGY DRIVE �0 sTAT> of
N.VENICE.FL 34275
Rwidon: Rev.By: Rsv.Doter COPYRIGHT-1010
CGIWWWWSIWODOORS,INC. //F�If��NAi;�\`�`J
Ssnes/Alodel: Scala: Short: Dm"!ng No. R-, LIMITED LICENSE TO MAKE I
SGD-4130A .75 40F4 SGD4130FLPA A COPIES FOR PERMITTING. A.LY1.NMILLER,P.E.
CERT.OF AUTH.#29296 P.E.#58706