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FL# FL29078-R1
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer CGI Windows and Doors
Address/Phone/Email 10100 NW 25 Street
Miami, FL 33172
(305) 593-6590
Y Lmiller@pgtindustries.com
Authorized Signature ]ens Rosowski
josowski@pgtindustries.com
Technical Representative Lynn 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 Archii
Professional Engineer
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 R1 COI Cert of Independence.pd
Referenced Standard and Year (of Standard) Standard
ASTM E1300
i
TAS-202
- Equivalence of Product Standards
=t Certified By
u Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/18/2019
Date Validated 04/18/2019
Date Pending FBC Approval 04/25/2019
Pp
Date Approved 06/18/2019
y Surr,ma of Products
FL# Model, Number or Name,, Description
29078.1 SGD-4025A Non-Impact, Aluminum Sliding Glass I
Limits of Use Installation Instructions
Approved for use in HVHZ; Yes FL29078 R1 II SGD-4025A - 2.pdt
Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. PE-58'
r Impact Resistant: No Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other: Please see the enclosed documents for product FL29078 R1 AE SGD4025A - Eng Ev
performance information, anchorage details, and anchor type, Created by Independent Third Party:
size, and spacing information.
2'9078 2 SGD=4130A Impact Resistant,'Aluminum Sliding G
Limits of Well Installation Instructions
Approved for use in HVHZe Yes FL29078" R1 II-SGD-4130A.p-df
^ £ Approved for.use out. a HVHZ: Yes Verified:'By A.:l ynn Miller, P E PE-58
_,
Impact Resistant: T,Created by Independent Third Party;
Design Pressure: N/A Evaluation Reports
Other:"Please see the enclosed;documents for product-, FL29078. R1 AE: Eng Evai SGD-4130'
Performance information,`anchorage details, and anchor.,type, Created<by Independent Third Party.
size,and spacing information.:"
Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 phone: 8 0-487-1824
".. The State of Florida is an AA/EEO employer. C�Ryxjght 2007-2013 State of Florida. :: Privacy Statement::[{ccessibility 1
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pub
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions, please cor
Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455, F.S, must provide the I
if they have one.The emails provided may be used for official communication with the licensee. However email addresses are
to supply a personal address, please provide the Department with an email address which can be made available to the pL
licensee under Chapter 455, F.S.,please click here.
Product Approval Accepts:
" WnW-30 99 M
Credit Card
Safe
DESIGN PRESSURE RATING IMPACTRATING
SERIES 4130A IMPACT RESISTANT SLIDING GLASS DOOR RATED FOR LARGE 8 SMALL
+55/-65'PSF MISSILE IMPACT RESISTANCE
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE -
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 3 ANCHORS FOR ANCHOR
GROUP A(SHOWN);
2)SHUTTERS.ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 5 ANCHORS FOR ANCHOR
GROUP B AT LEAST 4"O.C.,STAGGERED
3)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1.ALL WOOD BUCKS LESS THAN 6"'MAX �.J �_ AFC—' IN ALTERNATING TRACKS,
1-1/2"THICK ARE TO BE CONSIDEREDIX INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT I I SEE SHEET 3
IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK OR
GREATER.1X AND 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.
�f
4)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
USE ANCHORS OF SUFFICIENT LENGTH.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL C '.D E•. .- D'. �� Cr
SEALING/FLASHING 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.
6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIND LOADS 18"MAX•O.C.FOR HEIGHT // FRAME HEIGHT
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE,THE 33-113%STRESS INCREASE HAS ANCHOR GROUP 8 J
NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED I
FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH i
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
Anchor Sutndrate Edge Embedment
Group Distance
Southem Pine(SG=.55) 9116" 1318" FOR SILL ANCHORAGE,SEE HEAD.
#12 SMS Screw(G5); Aluminum,.6063-T5 min. 3/6" 118"
Steel,18$SS or 410 Steel Stud,16 Ga.,Gr.33 min. 318" 0.0568"
ss A36steel 319^ o.o5a^ TYP.ANCHOR LOCATIONS
Concrete(min 2.M2-1/2!.
2-1/2 1318"
4 PANEL,2 TRACK BYPASS OXXX
CONFIGURATION SHOWN.
A 1/4"steel Ukracon Lklgrouted CMU,(AS0) 2-12" 1-114"
Southem Pine(SG 1" 1318" UNLIMITED NUMBER OF PANELS IN ANY 2-TRACK OR 3-TRACK CONFIGURATION USING VERTICAL
Concrete(min.3.3 _ 2-1/2 1314" CONDITIONS SHOWN ON SHEET 2 ARE APPROVED AS LONG AS THE PANEL DLO WIDTH DOES NOT
1/4"410 SS CleteFlex Ungrouted CMU,(AS0) 2-1/Z' 1-1/4"' EXCEED THE TESTED DLO WIDTH OF 40.5/W AND THE TESTED FRAME HEIGHT OF 98"IS NOT
Southern Pine(SG 1" 1318" EXCEEDED.
1/4"steel UltraconConcrete(min 2.81" 13I8" ADDITIONALLY,FOR INSTALLATIONS IN THE HVHZ,MAXIMUM FRAME ARFJL OF 194.65QUARE FEET
UFigleuted CMU,(AS90) V 1-4/4" MAYNOTBE EXCEEDED.
8 Concrete(min.3. 1" 13/4"1/4"410 SS CreteFlex Uhgrouted CMU,(ASli) 1-1/4" 1-114'
1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYONDANY METAL SUBSTRATE.
2)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUT-FILLED CMU APPLICATIONS. Im aa1 Resist it
D IIGENSF �(.i
3)ANY ANCHOR HEAD TYPE IS APPLICABLE. Tine; Drawn 8y: o
Wi r.B1ndows&Daors
ALUMINUM SLIDING GLASS DOOR FPA J ROSOWSKI wenwRD8 - '*= No.58705
..- 2mv.t9a.uww um..,i<2rue
pat; n1:299.cu.9sw 1 1-2n>L.L$16r *�
GENERAL NOTES&ELEVATION 04/15/19 PREPARED BY LYNN MILLER: Till
Revlsfan: --- - - Rrrv. Rev.pate; 1070 TECHNOLOGY DRNE OTE OF
el^ N.VENICE,FL 34275 -
(941)480-1600 '%�Sn'•'c<CRIDP,.[••�-'r��`�.
COPYRIGHTO 2a19
SBri88lIgadeL• $Cat: S9eet: Drawing No. ..RaV' CGl WINDOWS&DWR6 'iiyDAfAL1 1L��
SGD-4130A NTS 1 OF SGD4130FLPA NIA ^LLRtcHTeRe--R A.LYNNM��RP:E
CERT.OF AUTH..#29296 P.E#58705
EDGE TYP.ANCHOR TYPE,EMBEDMENT AND EDGE PANEL CLIP ONLY USED /4"MAX.SHIM
DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET 1 IN CONFIGURATIONS
DISTANCE 39.24 —\
r r WITH A FIXED PANEL �_ � • f ,�'
DETAIL(A)
EMBEDMENT j.. `I "�,•''rt F `• : •fa f `�`, 1 .,f'
1/4"MAX.SHIM DETAIL OD DETAIL C'%
+ - DETAIL D'SIMILAR .j0 DETAIL C SIMILAR -f t FOR ALL FRAME MEMBERS
IN A 3-TRACK
*' CONFIGURATION,THE
2-TRACK HEAD OUTER ROW OF ANCHORS
BE 3-TRACK,
MAY ALSO ^, ```. 30 , MAY BE INSTALLED IN
BE 3-TRACK,#4 .
f T EITHER THE EXTERIOR OR
30 DLO �� '`� \ ! -,r INTERIOR TRACK
WIDTH (t J'-� 26: -
.. 29; ``� - ✓ I' '�,,r TYP..ANCHOR TYPE
' f �'f EMSEDMENTAND EDGE
f DISTANCE PER SUBSTRATE,
30 i SEE TABLE 1,SHEET 1
25 —
+ .� r
EXTERIOR r%
n '''�{(' EDGE
DISTANCE
27 38
EMBEDMENT
�DLO .r z r 26
'�} - 3-TRACK JAMB SHOWN,MAY
FRAME .� - HEIGHT 8_ ALSO BE 2-TRACK,03
HEIGHT DETAIL O '30: / ��
NOTES
37 1 7 1)USE ONLY SUBSTRATE APPROPRIATE ANCHORS
13 39 '� 7 LISTED IN TABLE 1.FOLLOW EMBEDMENTAND EDGE
DISTANCE LIMITS.
20
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS
PER TABLE 1.ALL WOOD BUCKS LESS THAN 1-UP'THICK
1
�--���, ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD
9 BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY
50 TO SUBSTRATE;WOOD BUCKS DEPICTED AS 2X ARE
1 21, 1-112"THICK OR GREATER.IXANO 21 BUCKS(WHEN
EXTERIOR. 12 EXTERIOR 27 38. USED)SHALL 8E DESIGNED TO PROPERLY TRANSFER
22 FIXED PANEL [n�
LOADS TO THE$TRUCTURE.WOOD BUCK DESIGN AND
14 DETAIL @ SILL INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD.
2-TRACK SILL
30. `4 3)SEE SHEET 3 8 TABLE 1 FOR SPACING REQUIREMENTS.
2 SHOWN,MAY r 4)MAX.SHIM THICKNESS TO BE 1/4',
tt `
ALSO BE
..
3-TRACK,N5 E33 —'—.^
1 DETAIL OB 50 Impact RBsislanf ���� ��10ENSF
FPA J sy:.ROSOWSKI bwam
WIadOWs&BoarsALUMINUM SLIDING GLASS DOOR S7R0N(ler * No 58705
D
1/4"MAX. /f ;{ +' �! f "�. escdptbn: Gate: rm snsn.wn 1 r..:sn.lessssa -O
CONT.SHIM .� i �'/ EMBEDMENT
'el 1 INSTALLATION CROSS-SECTIONS O4/15/1'9 PREPARED BYLYNNMILLER dB I a
_ OR GROUT r _f. l - % ; _ .. 1070 TECHNOLOGY DRIVE 0,p ST TE OF�
J �r- j RaWston: - - Rev.
�'' Rev.Dots-
!' ;�`". f ✓'� / .. - - N.VENICE,FL 34275
EDGE TYP.ANCHOR TYPE,EMBEDMENT AND EDGE (941)480.1600
DISTANCE DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET 1 SeRes/Modat: Seat.: Sheet: Dmring No. Rev: Coi WNDOWSSA DOORS �'/a,O,NAII;%%�\.�`
SGD4130A .75 2OF4 SGD4130FLPA I N/A "R'G'"''RESERVED A.LYNN MILLER,P.E.
CERT.OFAUTH.#29296 P.E.058705
3.625" --r 3.625'
MIN. MIN. 4"MIN.
2 TRACK JAMB 3 TRACK JAMB
ANCHOR DETAIL ANCHOR DETAIL
1.871" A 1.871"
O EXTERIOR ° o
EXTERIOR
" 2TRACKHEAD 2TRACKHEAD
3-ANCHOR CLUSTER DETAIL 5-ANCHOR CLUSTER DETAIL
6"MAX 6"MAX 3.625"
^ MIN ` 3.625"
MIN 4"MIN.
0
1.871" - - 1.871'
28.3/4"MAX,D.C.FOR 28-314"MAX.O.C.FOR
ANCHOR GROUP A; ANCHOR GROUP A; EXTERIOR
18"MAX.O.C.FOR 18"MAX.O.C.FOR K' - EXTERIOR
ANCHOR GROUP B ANCHOR GROUP 8 2 TRACK SILL 2 TRACK SILL - n
1 3-ANCHOR CLUSTER DETAIL 5-ANCHOR CLUSTER DETAIL V
o O
1.
-71 3.625" 3.625' ✓
MIN. 4"MIN.
—� MIN.
28-314"MAX.O.C.FOR 28-314"MAX.O.C.FOR -
ANCHOR GROUP A; ANCHOR GROUP A; 4"MIN.
-18 MAX.O.C.FOR o o' 18"MAX.O.C.FOR - o 0 0
ANCHOR GROUP B ANCHOR GROUP B
1.871"
° o 0
EXTERIOR
'1 EXTERIOR
0 O
3 TRACK HEAD 3 TRACK HEAD
3-ANCHOR CLUSTER DETAIL 5-ANCHOR CLUSTER DETAIL
(SEE NOTE 1,THIS SHEET) (SEE NOTE 1,THIS SHEET)
28.3/4"MAX.O.C.FOR - �4"MAX.O.C.FOR
_ r
ANCHOR GROUP A; - 28 - _ 3.625" 3.625."
CHOR GROUP A; MIN. 4"MIN.
18"MAX.O.C.FOR 16"MAX,O.C.FOR MIN..
ANCHOR GROUP B ANCHOR GROUP B
! -0 4".MIN.. 0
1.871" - - 1.871"
EXTERIOR EXTERIOR
o
a a f.
. ,EXTERIOR _. . .
- � - .. �., EXTERIOR
. . .. .. 3 TRACK S11 1 3 TRACK SILL
3-ANCHOR CLUSTER DETAIL 5-ANCHOR CLUSTER DETAIL
EXTERIOPlITIE IOR (SEE NOTE 1,THIS SHEET) (SEE NOTE 1,THIS SHEET)
TRACKCK -
CENTER
TRACK Impact Resistant
rl1e: - Din sr• ®Windows&Doors . ��.•' +cENSF• !�'
NOTE V)FOR ALL FRAME ALUMINUM SLIDING GLASS DOOR FPA J ROSOWSKI ' WERE O 0N6rs"MEMBERS IN A 3-TRACK rum K.r.260 u...r,■uml,a 83119 7C'
CONFIGURATION,THE OUTER 0e 'fp6on: - Date: T•hua.uparn I
ROWOF ANCHORS MAYBE INSTALLATION ANCHOR HOLE LOCATIONS 04/15/19 PREPARED BY LYNN-MILLER "Oq
IN
IN EITHER THE - - _ 1070 TECHNOLOGY D" I I Y
EXTERIOR OR INTERIOR TRACK - - - - - 'Revision: - - - Rev.By. Rev.Date:_ N.VENICE,FL 34275 -- �0�:. S ATE-OF' (V`
(941)480-1600 (C '•"ORION
COPYRIGWO mre O .....�r1�j``�
Sedea Modell. Seale: 5'hesk Dmvtng No. Ra.. CGI MDOM&DOORS �!i/r NAL \\
SGD4130A NTS 30F4 SGD4130FLPA N/A ""RGrreRPseRvm n.LYAN MIL Lrh`,.,E,
..- CERT.OF AUTH.#29296 P.E#58705
TABLE 2:
.062" .062" Itom Part# Description Mat.
t4.673" t' n
6'S40' 1 AL-1140 2-Track Frame Head 6063-TB
" -.:062" 2 AL-1142 2-Track Frame SRI 6063$6
1.126' r
1.125" 3 AL-7141 - 2-Track Frame Jamb 6063-TS
y •�5 4 AL-1143 3-Track Frame Head 6063•T8
.O6S .-L. = 3.668" 5 AL-1145 3-Track Frame Sill 6083•T6
1�,2-TRACK HEAD O4 3-TRACK HEAD 8 AL-1144 3-Track Frame Jamb 6063-TB
T AL-1147 Vertical Stile, 6063-TS
I� 4,847° - I - - BUTS" - = '� 2.639" 8 AL-1148 Ektedor Intedock - -W63-T6
.070"-y .070" - 9 AL-1750 Horizontal Rail- .6083-T6
0 AL-1
Interfor
i ,.875' .874" ',075 ''11 ., AL-1151 Astragal
6083•T6
12.. AL-1146 WetarbarAdaptw 6063-T'8
O. 2-TRACKSILL � O,3-TRACK SILL } .160" 1.404' �I •64T'�- 13 AL-1152 I116°Lam{nated Glazing Bead 6083T6
WATERBAR 14 AL-1153 Roller Track - 8083-T8.
20 HD-77-10244 Fixed Panel Shim
4.716" •090" _ 6.584" .090" 11.ASTRAGAL -72 ADAPTER 21 1-113-77.10245 RollerSHm
22 HD•77-10249 Tandem Rollers ..
.880"� 23.• HD-77,10246 Anti Lift-Air Pod
1.375" '
....�' .,..24 Fixed Panel Clip 6063•T6
- I �r
,080' .� .D46" i.007 _.344" 25 WS382V - Glazing 8ii1b.18T X.2g7 PVC
' � 36 Lock
O'2-TRACK JAMB .060" - �_ 27 Keeper-KIT
O 3-TRACK JAMB 28 - .Handle Set-KIT
13� BEADING 14 ROLLER TRACK 29 Recessed Handle
4•062" 4." 31 64066G .95'X 2-X.3 187"X.230°Flrl Seal
.062" 1 .070" 31 H677-10251 :95"X2'X,36°(Anting l ck Plug -
32 PGT_71826K '1/2"X4'Xt/8'.Setling Block.,_-
.'7- - 7/16"NOM GLASS STACK ---►� I.4 33 204-W Bumper _ PVC
T ,070" 34 1 711 8"Adjustment Screw Corer
1.340" 1.790" 3/16"HEAT-STRENGTHENED GLASS 39 - 98 X I'Pan Phil A(Assembly) - 41OS9
P�VERTIQAL
1 .090"SAFLEX OR TROSIFOL 38 #10-16 X 1-1/4"Pan PNI Tek 410SS
PVBINTERLAYER 37 #10 X 5!8"Pan PNI AB(Astragal) 41OSS
STILE EXTERIOR INTERLOCK 3116"ANNEALED GLASS OR38 #10 X T Pan PH TEK 410 SS(Keeper) 410SS
.C6 .080" - HEAT-STRENGTHENED GLASS 39 #8 X 3/4"Flat Phil Tek(O-panel) 41OSS
40 01D32X3/4"Flat(Undercut)Ph 41OSS
070" --.080" 25 41 HO-77-10252 .810"X 13/16'X.690'(Top(Bot Rail)Plug
�+- 4.006" I I' 4A06" 13 42 Dow 711A 983 or RGS 7700 Sealant '
11l16"NOM. Sg. Screen Assembly varies
GLASS BITE :.
.070" EXTERIOR71
1.790"
1 l 32 42'
1
.070" J OHORIZONTALRAIL 10:INTERIOR INTERLOCK TYp.GLAZING DETAIL
Impact Resistant \.IGENSF
Drawn By, ®w�SiRO-Windows&Doors •
- � No,56705
ALUMINUM SLIDING GLASS DOOR FPA J ROSOWSKI *'
- - 101911--.13199D""4 SUM.FL 99179
DeSCr(pllee: Date; hl:)99.9l9.999e I ht:101.999.9999
EXTRUSIONS AND BOM 04/15/19 PREPARED BYLYNNMILLER t 4C
1070 TECHNOLOGY DRIVE 0,p'�,- STATE OF (V
Ravieion: .. ._ . Rev,W.:Rev.Date. N.VENICE,FL 34275 - - �.� •-•R.<ORIDPo-•'1
(941)480.1600 - � (6 AL
Sedee odeh Scn(e: Sneeb ,pro - . .. cWNDO Sa DO 9 /7711111�h1 NIRp No, ITev: CGI WINDOWSB DOORS
SGD-4130A 75 40F4 SGD4130FLPA N/A ALL RIGWSRESERVED A.LYNN MILLER.P.E-
CERT.OFAUTHt#29296.. P•EA 58705