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.' �y tanufackulrea ;r ;.: 1-[alid ated By Stab
FL26095-RI Revision CGI Windows and Doors Steven M. Urich, PE Appri
Hlstoiy FL#: FL26095.2 (717) 317-8454
= Model: PW-4120
Description: Aluminum Fixed Window
Category: Windows
Subcategory: Fixed
FL26095 R2 Revlsion CGI Windows and Doors Steven<M Urich, PE Pendi
77
FL#• FL260952 (7i7) 317 8454�
Model =PW 4120
r Description:Aluminum Fixed Window
Category Windows
Subcategory; 1=ixed
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
� r
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SERIES 4120A IMPACT RESISTANT, DESIGN PRESSURE RATING IMPACT RATING
FIXED WINDOW +55/-65 PSF RATED FOR LARGE&SMALL
1B"O.C.---I MISSILE IMPACT RESISTANCE
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY MAX,
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, SEE O.C.,ON
INCLUDING THE HIGH VELOCITY HURRICANE ZONE(WFIZ). ;( TABLE 3,SHEET 3
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE l SEE CORNER
DISTANCE,ON
DEBRIS REGIONS,. '. 7 1
• ITABLE 3,SHEET 3 ./
3)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2.
ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE _ g�,� �,'_.f
CONSIDERED I INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL 48"TIP-TO-TIP WIDTH (_3 "y - 12"NOM.
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS i� 47 BUCK WIDTH
DEPICTED AS 2X ARE 1-12"THICK OR GREATER 1X AN02X BUCKS 47".BUCK WIDTH — SEE CORNER GLASS BITE
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER _ TABLE 3,SHEET 3
LOADS TO THE STRUCTURE,WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR 1 -t EXTERIOR
ARCHITECT OF RECORD. —L. -- _._ •C i a 1D
4)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND A A
WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT I l
LENGTH.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL 96" j 5/16"GLAZING DETAIL
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF TIP-TO-TIP
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE HEIGHT
SCOPE OF THESE INSTRUCTIONS, 95" / SEE O.C.,ON
BUCK-5)SHIMS ARE REQUIRED AT EACH FLANGE ANCHOR LOCATION
HE O HT 1 18"/ I / HEET3 .
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE // 95"
SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD I /,, MAX.
, BUCK '•-'"
BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO f /� HEIGHT I 4 •`--L
RESIST LOADS IMPOSED ON THEM BY THE WINDOW. I � `� 12"NOM
j GLASS BITE
6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO
RESIST THE WIND LOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN ;' 1 33-9116"
USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION VISIBLE EXTERIOR
LIGHT
FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO 56.718" .1 D
WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER + VISIBLE SEE CORNER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE LIGHT DISTANCE,ON
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 8-12"MAX ITABLE 3,SHEET 3 7/16"GLAZING DETAIL
8-12MAX.
t--�B
° � �+-- SEE O.C..ON� TABLE
--
18"MAX.O.C. - - --�I TABLE 3,SHEET 3 Laminated Glass Types
TYP.FLANGE FRAME TYP.FIN FRAME 1 1n6'Annealed,0.09U'PVB,1/8"Annealed
ALL.WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN BELOW. ANCHOR LOCATIONS ANCHOR LOCATIONS 2 1/6"Heat strengthened 0.09LY'PVB,ve"Heat Strengthened
MAX'SIZE @ MAX.SIZE 3 :3/16"AnnealeA'0.090"PVB,311G Annealed
@ 4 3116"Heat Strengthened 0.09D'PVB,3/16"Heat Strengthened
INTF.RL:AYER MAY BE SAFLEX PVB OR TROSIFOL PVB
SEE SHEETS 4&5 FOR GLASS DETAILS
j
HALFCIRCLElARCH TRAPEZOID Impact Resistant ���0�{LYN1�77�7�,,
�? UndostuRlDS `�
R&mDoofs � •' yLCENSF 2j���
Title: Drown sr: �c+
CGI DOORS AND WINDOWS,INC.
PW APPROVAL-HVHZ JENS ROSOWSKI 3780 W,O6THSTREET - No.s9;o5
r�
f' Description: Date: (305)593850o1B = �C }�
—f GENERAL NOTES&ELEVATION 01/09/18- PREPAREDBYILLYNNTALLER CC l7 !� �Q:wf
_
____ 1070 TECHNOLOGY DRIVE
EYEBROW HALF EYEBROW Revision: Rev.Sr: Rev.Date: N.VENICE,FL 34275 �T'•, FATE
B)ADDED 983 SEALANT JR 10/03/19 g'1 aCOPYR .IFS, •, <oelor*.• e�� ,.
.. COPYRIGHiO 2018
Ss ss/Arodel: seat.. Shoot Ons ing No. - Rev.. CGI WINDOWS&DOORS NAL,
ALL RIGHTS RESERVED rOtMILL
YfJ
PW 4120A NTS 1 OF 5 PW4120FLPA B REGISTRATION#29296 P.ES58705
-- - -- - EDGE -
DISTANCE SHOWN
INSTALLED TPWU
.Jr-r/ y/ ` ✓ --' `` EMBEDMENT 1X BUCKSTRIP + r
f BUCKWIOTH •',�,/rr.,✓rr'.
EMBEDMENT
/ 1, _/ ✓ ,/`� EDGE , I f - #12 STEEL SELF
DISTANCE /!., J" DRILLING SMS G5
r"+ r - � ✓✓„✓y,°r/tr (SEE TAB E2)
r -J I - 1 5/16"LAMIGLAZING'
7118"LAI191.
GLAZING GLAZING
`-' �''rj ✓' SHOWN SHOWN \1 Jf '''1 ✓
/'P' ✓/•s•r _ eti;,� ,r ,"� ter' EDGE
DISTANCE
EXTERIOR !%
EXTERIOR 1
EMBED- INSTALLED INTO
5116"LAML APPROVED MULLION,
GLAZING MENT MAY BE VERTICAL OR
SHOWN TIP-TO-TiPVNDTH - HORIZONTAL.
HORIZONTAL SECTION A-A
TIP-TO-TIP
HEIGHT NOTES:
1)USE ONLY SUBSTRATE APPROPRIATE TABLE 2:
BUCK
ANCHORS LISTED IN TABLE 2 FOLLOW .Minimum -Jr
HEIGHT EMBEDMENT AND EDGE DISTANCE Anchor Substrate Edge Minimum
LIMITS.ANY INSTALLATION OPTION Distance Embedment ELF#12 STEEL S
SHOWN MAY BE USED ON ANY SIDE OF DRILLING SINS ELF
THE WINDOW. #12 Steel P.T.Soulhem Pine(SG-.55) 9116' 1318` (SEE TABLE 2)
2)MASONRY ANCHORS MAY BE USED BINS Aluminum,6063-T5 min. 3/8" 0.078" f
INTO WOOD AS PER TABLE 2.ALL WOOD Screw(G5) Steel Stud,Gr.33 min. 318" 0.045"(20 Go) v
7116"LAMI BUCKS LESS THAN 1-112"THICK ARE TO A36 Steel 3/8' Mow
GLAZING BE CONSIDERED 1X INSTALLATIONS.1X P.T.Southern Pine(SG=.55) 1` 1318`
SHOWN WOOD BUCKS ARE OPTIONAL IF UNIT IS -
INSTALLED DIRECTLY TO SUBSTRATE. IM,Steel _.,,Concrete,(min.29 ksi) 1-1l8" 13l8"
WOOD BUCKS DEPICTED AS 2XARE 1-1/T Ultrecon Grouted CMU,(ASTM C-90) 2-112" 13/4" r
THICK OR GREATER.1XAND 2X BUCKS Ungrouled CMU,(ASTM C•9D) 1-118" - 1-1/4"
(WHEN USED)SHALL BE DESIGNED TO
PROPERLY TRANSFER LOADS TO THE P.T.Southern Pine(SG=.65) -1" 1318`
STRUCTURE.WOOD BUCK DESIGN AND 1/4"410 SS Concrete(min.3.35 ksi) 1" I3/4. INSTALLED DIRECTLY
j) INSTALLATION IS THE RESPONSIBILITY OF CreteFfex Concrete(min.3.35 kslj 2-1/2" 1 EXTERIOR INTO APPROVED
ELL THE ENGINEER OR ARCHITECT OF ;•(`'L ALUMINUM,STEEL
RECORD. .Ungrouted-CMU,(ASTM C-90) 1-30- 1-1l4" �// FRAMING OR STEEL STUD.
3)SEE SHEET 1 FOR SPACING 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE.
2)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
SHOWN REQUIREMENTS.INSTALLED 3)ALL ANCHOR HEAD TYPES ARE APPLICABLE.
�
1X BUCKSTRIP 4)MAX.SHIM THICKNESS TO BE 114".
✓ r ~✓ 5)GLASS SHOWN IS FOR Y DIFFERT O Impact Resistant ��✓
t✓,�✓ PURPOSES ONLY AND MAY DIFFER TO P LYhfN, ✓✓
.. !✓ .`!'� �'f r✓C ✓' EMBEDMENT MEET DESIGN REQUIREMENTS. _ ®Windows&Doors �� ��T: "••.f/ !il
WERE SiRONBfR'" QC�,`• 1JCElJSt
EXTERIOR �,'' r" ✓ �` / F Title: Drawn 8y.
a ,/ 1 r'r'','' JF rr °'J,.{r Y!• 37ea WHRFLAND 33019 NDOWS,INC._
PW APPROVAL-HVHZ JENS ROSOWSKI 37eaw1wTHsrREEr —.� No.5s7os _
Description: Dales HIAL(305)S93-6590 x
--� EDGE DISTANCE GENERAL NOTES&ELEVATION 01/09/18 PREPARED BY A.LYNN MILLER
1070 TECHNOLOGY DRIVE O ST Teo 'I
Revision: Rev.W. Rev.Data N.VEORI
NK;E,FL 34275 `G/��
VERTICAL SECTION B-B B)ADDED 983 SEALANT JR 10/03/19 I(841)°oPeY"wGHr®201E �'iSS G�.�`
Sed-lMod.l. Soo(e: Shroh Droxrng No. Rev. -GI WINDOWS 6 DOORS
'✓!��NAL E _\\`
PW-4120A NTS 2 OF 5 PW4120FLPA B ALL RIGHTS RESERVED A.C(f1�f�I51IL�R,P.E.
REGISTRATION#29296 P.E.#58705
I+� EMBEDMENT
n
EDGE
DISTANCE ".., "i •�� �, ::f 114"MAX.SHIM 1/4"MAX.SHIM`—►•.. f-,,r
..- 1 }�
#10 STEEL SELF
DRILL'INGSMS
71 EMBEDMENT ! EMBEDMENT ` (SEE TABLE 3)
5118"LAMI. 7l16"LAMLTr
1/4'MAX.SHIM _ /� I "
�!>" GLAZING GLAZING f -
4 ;^y SHOWN SHOWN
EDGE DISTANCE -- ---�I; _ —�I _ (�--"EDGE DISTANCE
' ..
INSTALLEDINTO
EXTERIORAPPROVED MULLION,
. EXTERIOR MAY BE VERTICAL OR
HORIZONTAL
5/16"LAMI.. V
GLAZING BUCK WIDTH
SHOWN
HORIZONTAL SECTION C-C
TABLE 3:THOUGH-FIN ANCHORS
BUCK Min. Min. Max. Max.
HEIGHT Anchor Substrate Embadmentor Edge On-center, Comer
Metal Tickness Distance Dlstance,OC.Distanee
2-1/2"x.143"Box Nail P.T.Southem Pine(SG=.55) - 318" 1/4"MAX.SHIM
2-1/Z'x.131"Common Nail P.T.Southern Pine(SG=.55) - 318" 6" 2-718" #10 STEEL SELF .
2-1/2"x.145"Roofing Nall P.T.Southern Pine(SG=.55) 318" DRILLING SMS
P.T.Southem Pine(SG=,65) _1-318"' - 112' .-f(SEE TABLE 3)
7/16"LAMI. Aluminum,6D63-75 min -0.125" 3/8'
GLAZING #10 Steel SMS Screw(GS) 16.9116" 8.1/2"
Steel Stud,Gr.33 min. O.OST 3l8"
SHOWN - A36Steel Dow 3/8"
... P.T.Southern Pine(SG=,55) .1-318" 9116'
Aluminum,6083-TS min. 0.125" 7/16°.
#12 Steel SMS Screw(GS) � INSTALLED INTO
Steel Stud,Gr.33 min. 0.071" 7116' - APPROVED ALUMINUM,
A36 Steel 0.050". '7116" EXTERIOR STEEL FRAMING OR
�� 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. f] - - STEEL STUD.
/ `J2 2)ALL SCREW HEAD TYPES ARE APPLICABLE. V
1/4"MAX.SHIM
NOTES:
USE ONLY SUBSTRATE APPROPRIATE
A
ANCHORS LISTED IN TABLE 3.FOLLOW
EXTERIOR EMBEDMENT AND EDGE DISTANCE LIMITS.ANY
EDGE \ t INSTALLATION OPTION SHOWN MAY BE USED OImpact Resistant �� tr
aDISTANCE `"`��� ��'� '`. ON ANY SIDE OF THE WINDOW, Windows&Doors.: �``� O0Y LYiPvN
-i,'Oe: - ..Drawn Bi' WERE tirR 01- �`�"�`•'•LICENSE�/��,,��
EMBEDMENT 2)2X WOOD FRAMING OR BUCK,1-1/2'THICK OR CGI DOORS AND WNDOWS.INC. rr'- cry
GREATER. PW APPROVAL-HVHZ :- JENS ROSOWSKI 3780W104THSTREET Descrlptlon:
Date. ND:5810$
- .. HIALEAH,FL 33018 '- �-
VERTICAL SECTION D-D 3)SEE SHEET I FOR SPACING REQUIREMENTS. I�o51s93e99
GENERAL NOTES 81 ELEVATION 01/09/18 PREPARED BYA.LYNN MILLER -
4)MAX.SHIM THICKNESS TO BE 1/4", 1070 TECHNOLOGY DRIVE /a I •I�j
ReNeron: Rev.W. Rev.Date: N.VENICE,FL 34275
5)GLASS SHOWN is FOR ILLUSTRATIVE B)ADDED 983 SEALANT JR 10/03/19 &t71481,1600
COPYRIGHT®2019
PURPOSES ONLY AND MAY DIFFER TO MEET �� S/DESIGN REQUIREMENTS. 'sertaa/bfodeL•' Seale: 'She.L• Drawing No. Rev: CGIWINOOWa8D00RS �ij ANAL C ��
PW-4120A NTS 3 OF 5 PW4120FLPA : B ALL RIGHTS eE6ERveD A!iNNN FAILhI<R`.'.E!
REGISTRATION#29296 PE.#58705
TABLE 4:
Window Design Pressure(+/-;psf!
For Glass
Type 1 Short Side(in)
_. 22° 24".... .. 26" 28 30" 32" 34", 36" N. 40" 1 42" 46" 47"
56" +55/-65 +55/55 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +551.63.1 +55/-61.5 +55/-60.2 +551-59.5
60" +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +551.65 +551.65 +55/-64.7 +55/-62.2 +551.60.8 +55/-59.3 +54/•57.8 5118"NOM.
64" +551-65 +55/-65 +55/-65 +551.65 +551-65 +551.65 +65/-62.4 +55/-60.6 ;+55/-58.9 +54.7/-57.3, +53.31-56 GLASS STACK r
68" +55/•85 +55/-65 +55/-65 +55/•65 +551.62.2 +551-60.5 +55/-59 +55/57.4 6+55/-55.
c .. .. .. ._ - _ 11W ANNEALED GLASS
v 72" +55/55 +55/-65 +55/55 +55/-62.2 +55/58.6 +56156.8 .+551-55.2 +/-53.9 090"PVB
m 75" +55/55 +55/-65 +55/55 +65/•60.5 +55/-56.7 +/53.9 +/-52.3 +/-51.3 1B"ANNEALED GLASS
80" +55/-65 +551•65 +55/-62.9 ' +55/-57.8 +/53.8 +/-50.7
J
84" +55/55 +55/65 +55151.3 +55/-56 +/-51.8 +/-08.6 5/16"LAMI.GLAZING
BB" +55/-65 +551-63.7 +55/-59.3 +/-54.1 +/-50 GLASS TYPE 1
62" +55/-65 +551.62.2 +55/-57.6 +/-52.2
95" +55/-65 +55/-62.1 +55/-56.6' +/•51.4
TABLE 5:
Window Design Pressure(+/-,psQ
For Glass
Type 2 Short Side(in)
22" 24" 26 2V' 30" 32" 3,Te 36„ N. 0' 42 46" 47"
56" +55/55 +55/55 +551-65 +55/-65 +551.65 +551.65 +55/-65 +55%65 +55/55 +55/f5 +55/55 +55/55 +55/-65 +55/-65 5116"NOM.
GLASS STACK
60" +55/55 +55/•65 +55!•65 +551.65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/55 +551-65 .
64" +55/85 +55l55 +55/55 +551 85 +55/65 +55/-65 +55/55 +55/-65 +55/-65 +55/55 +55/-65 118"HEATSTRENGTHENED GLASS
Sir +551-85 +551-65 +551.65 +551.65 +551-65 +55/65 +55/-65 +55/.65 +651-65 09a
c
1 B"HEATSTRENGTHENED GIASS
�- 72" +55I55 +55/55 +55/-65 +55/-65 +55J55 +55/55 +55J55 +55/•65
d� I
75" +55/-65 +65/-65 +551-65 +551-65 +651-65 +551-65 +651-65 +551.65
GLAZING
9 80" +551-65 +55/55 +55/5 5/16"LAMI.
5 +551.65 +551-65 +55/•65 GLASS TYPE 2
84" +561.65 +55/-65 +55/-65 +651-65 +55A65 +55/-65
88" +551.65 +551-65 +55165 +651.65 +55J-65
92" +55/-65 +55155 +55/55 +551-65
95" +55/55 +551.65 +55/-65 +55/55
Olmpact Resistant ��� aNY LYII(A/2
Windows&Doors �` '� • LICENs ��!
wea6&moxcEa- F'` f
Ti#e: - Oram By: CGI DOORS AND WINDOWS,INC. Q• ��'%
PW APPROVAL-HVHZ JENS ROSOWSKI . 3730 W loam STREET _ PID.567os
HALEAR FL 33018 .a-
Deserfption: .. - Date: (305)693-&%0 -•
DESIGN PRESSURE TABLES 01/09/18 PREPARED BY A.LYNNMILLER "�
1070 TECHNOLOGY DRIVE O ST TE O
NOTES: Revision: Rev.By: Rov. Dote: N.VENICE,FL 34275 'n,(� F
1)BUCK DIMENSIONS SHOWN. (041)490.1600 S1:•'• <ORIDf,•..••���
B)ADDED 983 SEALANT JR 10/03/19 .."oOHTo zoie 'i & • N
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT Sades/Model: - - Seale: 'Sheet: Drawing No. Rev: CGI WINDOWS&DOORS w�j)NAI-1 `v
AVAILABLE WIDTH OR HEIGHT DIMENSION. PW-4120A NTS 4 OF 5 PW412OFLPA B ALLRIGKrS RESERVED _AL LYNN �"R,P.E.
REGISTRATION#29296 .P.E.#58705
TABLE6:
Window Design Pressure(+/-,psf)
.For Glass.
Type 3 Short Side(In) 7/16"NOM.
36" 38" 40" 42" 4V 46" 47" GLASS STACK
72". +551.65 +55/65 +55/-65 +551.65 +55/-65 +55/.85 +55/-65
75" +55/-65 +55/-65 +55/-65 +55/-65 +55/•85 +55/•65 +551.65 3116°ANNEALED GLASS
2 D9T PVB
80" +551-65 +65/-65 +55/-65 +551-65 +55/-65 +551.65 +551-65 3/18"ANNEALED GLASS
84"' +551-65 +55/-65 +551-65 +661-65 +661.65 +561.65 +55/-65
3 88" +55/-05 +551$5 +551-05 +55/-65 +55/-65 +55/-65 +551-65 7/16°LAMI.GLAZING
9z, +551-65 +55/-05 +55/•65 +55/-65 +55/-65 +55/•64.4 +55/-63.4 GLASS TYPE 3
95" +551-65 +55/-65 +551-65 +551.65 +551.64 +55/-61.9 +55/-60.9
TABLE 8:
Item# Description
1 Flange Frame
TABLE 7: 2 Integral Fin Frame
For Glass Window Design Pressure(+/-,psf) 3 Glazing Bead,5116"Lam!&3116'Mono
Short Side(in) 7/16'NOM.
TYPO 4 . GLASS STACK 4 Glazing Bead,7116"Lami
36" 38" 40" 42" 44" 46" 47" 7
Dow 899,983 or RGS-7700 Silicone
72" +65/-65 +55/-65 +55/•65 +W-65 +55/-65 +65/$5 +55/-65 3116°HEAT STRENGTHENED GLASS- 8 Vinyl Bulb Glazing Gasket
75" +55/-85 +55/-65 +55/-65 +551.65 +55/-65 +55/-65 +55/•65 •09(r PVB-
3/16"HEAT STRENGTHENED GLASS 10 Setting Block 3/18"X 5/16"x 1-1/2"
- g
80" +55/-65 +55/•65 +55/-65 +551-65 +55/$5 +55/$5 +55/-65 12_.:#8 X 1"_Panhead SMS(Assembly Screw)
w 84" +55/-65 +651.65 +55/-65 +55/-85 +55/•65 +55/-65 +55/-65
`
88" +55/65 +55/85 +55/65 +551-65 +55/-65 +55/-65 +55/-6 7/16"LAMI.GLAZING5 GLASS TYPE 4
J ,
92" +55/-65 +55/-65 +551.65 +55/-65 +SW-65 +55/-65 +55/-65
+55/•65 +551-65 +55/-65 +55/-65 +55/-65
4 2 000" 06T' -- J.526"
1.599"
2.224"� •
1 - f 1.125'
.500" j •GLAZING BEAD,
0GLAZING BEAD,7
6083•TSALUMINUM 6063-175ALUMINUM
''O',FLANGE FRAME FIN FRAME
6063-T6 ALUMINUM O 6083-T6 ALUMINUM
® act ResIstint
Windows&Doors
W2AE SntONBLH'° a.• yCENS�; ��
Title: Dmnn By. CGI Q.• F
PW APPROVAL-HVHZ JENS ROSOWSKI 37�0104THRS NSTREET INC.D WINDOWS, �; ND.58705
HIALEAH,FL=18
Descrlptkn: _ Date; (305)5930590
DESIGN PRESSURE TABLES&MATERIALS 01/09/18 PREPARED BYA.LYNNMILLER-
17
1070 TECHNOLOGY DRIVE Q STATE F/q
NOTES: Revtelon: Rev.BYY: AM we. - N.VENICE,FLUM
1)BUCK DIMENSIONS SHOWN. B)ADDED 983 SEALANT JR 10/03/19 "480"7800 %FS'�•`'�°RI°•P''••G����
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT Sel;-A wal., ALL RIGHTS RESERVED
Seete: Sheetr Orvwipg No. Rer. CGI WINDOWS&DOORS 5 ''/NI''AL
AVAILABLE WIDTH OR HEIGHT DIMENSION. PW-4120A NTS 5OF5 PW4120FLPA B REGISTRATION
ArLY.E.#5LLER,R.E
REGISTRATION#29296 P.E.#SB705 -