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11311111 flilialsm
FL5823-R5
jAll
lication Type Revision
n 2010
io tatus Approved
Comments
Archive
s
Prod t Ma cturer Custom Window Systems Inc.
Addres P /Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922
ekoss@cws.cc
Authorize',, at a Michael La Fevre
mlafevre5l@gmail,com
Technical areset.'five Brian Tenace
Address/Phone/Email 1900 SW 44th Ave,
Ocala, FL 34474
(352) 368-6922 Ext 291
btenace@cws.cc
Quality Assurance Representative Jeff Thompson
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 221
jthompson@cws.cc
Category Windows
Subcategory Q—'Single Hung
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 Lucas A. Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
Validation.Checklist- Hardcopy Received
Certificate of Independence FL5823 R5 COI EvaiReo CWS-1556 (SH-8100, Impact),,p df
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-05 2005
ASTM E 1300-04 2004
ASTM E1886-05 2005
ASTM E1996-06 2006
PA/TAS 201/202/203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
https://floridabuilding.org/pr/pr_app dfl.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6jvAgcAQp/p2flkM%3d 113
12/15/2014 Florida Building Code Online.
FL5823 RS EDuiv SH-8100 EDuivalencv.Ddf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/01/2011
Date Validated 12/13/2011
Date Pending FBC Approval 12/20/2011
Date Approved 01/31/2012
sum ducts
FL# Model,Number orName Description
5823.1 8100.Vinyl Single Hung 8100 Vinyl Single Hung (Impact)
_.._._...-........_................................................_...................................._.........-----.._.._................................................_... .............................................._......._....._._...................................-................_...._.._.............._.._._____......_.....................................
......._
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 RS II CWS-1555(SH-8100. Impact).Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A. Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other.Large Missile, see installation dwgs. for Max, size FL5823 R5 AE DuPont PVB NOA 11-0624 01.0df
and DP. FL5823 R5 AE EvalRep CWS-1558(SH-8100. Impact) Ddf
FL5823 R5 AE Mikron NOA 11-0830 09 pdf
Created by Independent Third Party: Yes
5823.2 SH-8100 Cont. Hd. &Sill SH-8100 Cont. Hd. &Sill (double Single Hung), Impact, 74
1/8"x 63".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R5 II CWS440A(SH-8100. Imoact, 74x63.
Approved for use outside HVHZ:Yes Conk dSI).Pdf
Impact Resistant:Yes Verified By.: Lucas A.Turner 58201
Design Pressure: N/A Created by Independent Third Party: Yes
Other. Large Missile, DP+67.5/-70.0 psf w/Std. sill, DP+/- Evaluation Reports
70.0 psf w/high rise, Max. size 74 1/8"x 63". Outer lite in FL5823 RS AE DuPont PVB NOA 11-0624 01.pd
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL5823 R5.AE EvalRep CWS-440A(SH-8100. Imoact. 74x63,
ContHdSl),Ddf
FL5823 R5 AE Mikron NOA 11-0830 09.pdf
Created by Independent Third Party: Yes
..............._.__...................................._.........._..ji�...._._................_..........__.._........_......._.........._........_.__..__...................................._.......-------................................._......_..._........._.............................._. ....._........5823.3 -8100 Cont. Hd. &Sill SH-8100 Cont. Hd.&Sill (double SIngle Hung), Impact, 74
1/8" x 72"..-_........._.—._ - -.._....... - ---......_................._.....,.........._..._....._._._._................. �__.-._..._.._.. _..__........_..................._..........__..__ ...._....._...................._.__.......__.........
_
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 RS II CWS-491A(SH-8100. Impact 74x72.
Approved for use outside HVHZ:Yes ContHdSD.Ddf
Impact Resistant:Yes Verified By: Lucas A. Turner 58201
Design Pressure: +67.5/-67.5 Created by Independent Third Party: Yes
Other. Large Missile, DP = +/-67.5 psf, Max, size 74 1/8"x Evaluation Reports
72". Outer lite in I.G. must be safety glazed when used above FL5823 R5 AE DuPont PVB NOA 11-0624 01.Ddf
30 ft in HVHZ FL5823 R5 AE EvalRep CWS-491A(SH-8100. Impact 74x72
ContHdSI).Pdf
FL5823 RS AE Mikron NOA 11-0830 09,Ddf
Created by Independent Third Party:Yes
5823.4 SH-8100 Vinyl Single Hung Heavy SH-8100.Vinyl Impact Single Hung w/Heavy Duty FMR
Duty
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5821_R5 II CW5-3695(SH-8100. Impact 52x72. 100
Approved for use outside HVHZ:Yes. DP).gd
Impact Resistant:Yes Verified By: Lucas A. Turner 58201
Design Pressure: +100/-100 Created by Independent Third Party: Yes
Other.Large Missile, 52"x 72", +/- 100 psf. Evaluation Reports
FL5823 R5 AE DuPont SGP NOA 11-0624 02.Ddf
FL5823 R5 AE EvalRep CWS-3696(SH-8100. Impact. 52x72,
100 DPM)df
FL5823 R5 AE Mikron NOA 11-0830 09.Ddf
Created by Independent Third Party: Yes
5823.5 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI
sash.
_..-.-_............_--........................._............................_........._..-................_....__._............................................................_._._._...._...._.............................__._............................................................-.--_._.........._..............................................................................
........
Limits of Use Installation Instructions
httpsJ/foridabuildng.org/pr/pr_ppp dd.aspx?param=wGE\XQwtDgvMdFGzR4iHLr&EVV2m3mvBjVA9cAQ%2flkM%3d 213
Y
12/152014 Florida Building Code Online
Approved for use.in.HVHZ:Yes FI-98P3 RS II CWS-299A(SH-81 o. Impact. 52u961.ndf
Approved for use outside HVHZ:Yes Verified By: Lucas A. Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:+67,5/-67.5 Evaluation Reports
Other:targe Missile, 52"x 96" w/5 HI sash, +/ 67.5 psf. FL9B23 R5 AE DuRnnt PVB NOA 11-06 4 01.ndf
FLSQ22 RS AF QuPant SGP N6A 11-0624 n ".pdf
F 873 R AF FvalR p-CWS-2q SA.(SH-8100, Impact.
S xa6),_pdf"
R91323 R9 AF Mlkrhn'NOA II-01330 .ndf
Created by Independent Third Party: Yes
Contact Us::1940 North Monroe Street,Tallahassee FL 323292 Phone:850-487-1824
The State of Florida is an WEED employer.,Copyright 2007-2013 State of Florida,.::privacy Statement n 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 850487.1395,*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 forofficial communication with the licensee,However email addresses are public record,If you do not wish to.supply a
personal address,please provide the Departmentwithan email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,pleasedick here.
Product Appraval Accepts;
https://floridabuilding.org/pr/pr app_citl.asp(?param=wGEVXCWDcVMdFBzR4iHLrSiEVV2m3tv6jvAgcAQ%2F1kM%3d 3f3
r
SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENT:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA
54 3/6" BUILDING CODE,CURRENT EDITION
OVERAL P I 2.GLAZING OPTIONS:(SEE SHEET 3)
531/8"MAX UNIT WIDTH 3.CONFIGURATIONS:"OX".
4.DESIGN PRESSURE RATING:
48>�6" 371/4" -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
GLASS DLO OVERALL FLANGE WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
A E INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300.
7 8
- -- 36" 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
MAX UNIT WIDTH PRODUCT. SEE SHEETS 7-8 FOR INSTALLATION DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS
771/4" USED FOR WOOD ANCHOR CALCULATIONS.
MAX. 3113116"
OVERALL 1 c GLASS DLO 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.THE IMPACT SWEEP LOCKS ARE INTENDED TO
FLANGE F / 7 -- -- BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT MUST BE ENGAGED
HEIGHT g 631/4" PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS.
B O 3315/16" OVERALL
7 DOSS FLANGE HF NG
EIGHT 1 / 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT USED AT FIXED MEETING
RAIL AND JAMB.
76" 1 / O -
MAX. / 62„ GLASS 8.REFERENCE TEST REPORTS:NCTL-210-3668-1,AA,-2,-2A,NCTL-2103669-1,-1A,-2,-2A
UNIT MAX DLO
HT. UNIT / 9.SERIES/MODEL DESIGNATION SH-8100.
HEIGHT 1
1 10.lx OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY
F1 I IR TRANSFER ALL LOADS TO STRUCTURE.BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR
37 5116' 1 / I ENGINEER OF RECORD.
Mme'SASHV 'Z.
30 5116 /
HEIGHT /� DLO MAX 11.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:X=OPERABLE SASH,0=FIXED SASH
SASH NX
HEIGHT GLASS DLO 12.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION.
1 13.SWEEP LOCKS INSTALLED ON WINDOWS OVER 37"X 62"
Z8"
4"O.0 D GLASS DLO
WEEPS(TYP) 7
31 5116„
46 3/8" MAX SASH WIDTH
GLASS DLO
7
49 11116"
MAX SASH WIDTH
DESIGN PRESSURE RATING DESIGN PRESSURE RATING
167.5 +67.5/-75.0 B UPDATED PER 2010 FBC 11/08/2011 TEF
LUCAS A.TURNER,FL.P.E.,58201 q JUPDATED
PER
_NEW FBC REQUIREMENTS 07/07/2008
.......... TG iii /y
C E N �.:,Q�i' , WINDOWS&DOORS
TABLE OF CONTENTS Z— No 58201 ��: 1900 SW 44TH AVE.
GENERAL NOTES&ELEVATIONS........1rITL*
OCALA,FLORIDACi F 34474
ANCHOR SCHEDULE&NOTES.............2 9 STATE OF ;'Cl/: ENERAL NOTES&ELEVATIONS-LARGE MISSILE IMPACT
GLASS DETAIL........................................3 '.O �� s ERIES: 8100 RAWN! ATE' 06/10/2008
ETARY AND
IDENTIAL
EXTRUSIONS&B.O.M............................6 THE INFORMATION CONTAINED IINwTHIS DRAWING ISTHESOLEPROPERTY OFC8USTOM +'����S I�R1��Q�?�� MODE: CALF: ADE O
INSTALLATION DETAIL........................7,8 WINDOW SYSTEMS,INC.WRITTNPERMISSIONOFCUSTOMWINDOWSYSTEMS,INC.ISPROY REPRODUCTION IN PART OR AS OLE HIBIEDHOUTTHE ��i�`S+pNA ���`� PVC SINGLE HUNG EV.LETTER: HEFT:NTSCWS-155
B 1 OF 8
h
INSTALLATION ANCHORS, INSTALLATION ANCHORS,
MAX(TYP) MAX(TYP) SEE NOTE 2 SEE NOTE 2
4"MAXP) 8"MAX.OC(TYP) MIDSPAN 8"MAX.OC
6" (TYP)
MAX(TYP) _FT_ MAX4"MAX.(TYP)
-- --
4"MAX.(TY -- - MP)
I
4"MAX.(TYP) --
14"O.C. I I MAX(TYP)
8"MAX.OC �
MAX.(TYP) (TYP) �� I I 8" 'X OC I I
10 13/16" 1 I Cn'P)L I I
MAXIO•C•
62"
B 4" 8" B O O
76"
MAX $ 4" 4" $ MAX I I I I
UNIT
UINT
HEGHT i / i i i �/ i HEIGHT T /
I � I
_
INSTAL ION
ANCHORS,SEE NOTE 6
53 1/8" �J 36"
MAX UNIT WIDTH C NSTALLATI E MAX UNIT IDTH
CHORS,SEE NOTE 6
INSTALLATION ANCHOR LAYOUT-(FLANGE)
ANCHORS,SEE NOTE 4 ANCHOR LAYOUP--)(IFIN) ANCHOR L OUT- FLANGE ANCHOR LAYOU FIN
THRU FRAME MASONRY THRU FRAME THRU ME(MASONRY) THRU (WOOLkMAX UNIT SIZE:53-1/6 x76 MAX UNIT SIZE:53-176 M UNIT SIZE:36 x 62 MAX UNIT SIZE:36 x 62
(W/SWEEP LOCKS) (W1 SWEEP LOCDP+67.5/-75.0 DP-67.5/-75.0
NOTES: I DP+67.5 DP+67.5
.1 ALO NC O A EACH LOCATION.SILL ANCHOR SPACING SAME
2.SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT.
3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
4.3/16"DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 2 1/2"SHALL BE ACHIEVED IN
ANY DIRECTION.
5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN ANY DIRECTION.
6.98 WOOD SCREW ANCHORS MUST BE OF SUFFICENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2"INTO 2 BY WOOD BUCK FIN INSTALLATION.
A MINIMUM EDGE DISTANCE OF 1/4"SHALL BE ACHIEVED IN ANY DIRECTION. B UPDATED PER 2010 FBC 11/08
1/08/2011 TEF
7.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL.DISSIMILAR MATERIALS OR MATERIALS IN LUCAS A.TURNER,FL P.E.,58201 A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008
CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS.
8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS ��`?^GL
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW.
I wwDows&Doors
9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: v NO 58201 •.n�w 1900 SW 44TH AVE.
A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER)
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. .k *. OCALA,FLORIDA 34474
C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). * = TITLE:
ANCHOR SCHEDULE&NOTES-LARGE MISSILE IMPAC
10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE ¢� Z-33 .• STATE OF :4/: S S: DATE:CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS �y04U�.n'•,c p, � 8100 ADE 06!10/2008
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), PROPRIETARYAND CONFIDENTIAL 11/28/11 ���'•,L O R(�., \�� MODE CALE: G.
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM I SNTS
FMAIWDMA 250(BOX WINDOWS),FMA/AAMAMIDMA 300(EXTERIOR DOORS). WIDENSES E PERMISSION.A NY REPRODNDOON IN PART OR AS WHOL WITH THE THE ��i��s�Q�A;E����� PVC SINGLE HUNG[REV.LETTER: SHEET:
CWS-155
CUSTOM B 20F8
7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS 7/8"OVERALL I ULATED GLASS
1/8"ANNEALED 1/8"ANNEALED 1/8"TEMPERED 1/8"TEMP ED
7/16"AIRSPACE 7/16"AIRSPACE 7/16"AIRSPACE 7/16" RSPACE
5/16"LAMINATED GLASS 5/16"LAMINATED GLASS 5/16"LAMINATED GLASS 6"LAMINATED GLASS
1/8"ANNEALED1/8"ANNEALED 118"ANNEALED 1/8"ANNEALED
.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT .09 PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT
118"ANNEALED 1/8"ANNEALED 1/8"AN LED 1/8"ANNEALED
DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL DURASEAL BY SEAL DURASEAL BY TRUSEAL
/XTERIOR
18 PURFECT GLAZE"H"OR SIKAFLEX 552 18 PURFECT GLAZE"H"OR SIKAFLEX 552 18 PURFECT GLAZE" OR SIKAFLEX 2 18 PURFECT GLAZE"H"OR SIKAFLEX 552
ERIOR
12 12 12 12
1/2"GLASS BITE 1/2"GLASS BITE 1/2'GLASS BITE 1/2"GLASS BITE
8 � 8
a- q
9 g
FIXED LITE SASH LITE FIX LITE SASH LITE
GLASS TYPE A GLASS TYPE B
FULL SIZE FULL SIZE
B UPDATED PER 2010 FBC 11/08/2011 TEF
LUCAS A.TURNER,FL.P.E.,58201 A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008
t'litillfillf
OREt, L��vto�ss
.DE NF•''Q2�. WINDOWS&DOORS
v No 58201 ��P: 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
* TITLE:
9•; STATE OFgz GLASS DETAIL-LARGE MISSILE IMPACT
O �` 8100 ATE: 06/10/2008
PROPRIETARY AND CONFIDENTIAL 11/28/11 .��T1* ........
O R 14�•'�_�` MOD CALE: ADE O.:
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM �I�,SS.•••...I." ,�� PVC SINGLE HUNG 1:1 CWS-155
WRITTEN PERMISSION OWINDOW SYSTEMS,INC.F ANY
WINDOWSYSTEMS,,IR AS INC.IS PROHIBITED.ED.LE HOUT THE I��,IONA;�'���`
EV.LETTER:B HETET: 3 OF 8
M,
39 3
18 11
3 21 21
10 15
41 I
41
1 o EXTERIOR 26
38 a
46
20
12 18 SECTION VIEW B-B
21 12
20
EXTERIOR 4
18
38
12 30
29
31
7 12 8
—--ZJ 13
5 6 38 14
18 9
32 48 25 p 15
16
19 40 p
2
41
8
38 12 13
9 14
SECTION VIEW C-C
25 I 15 ALTERNATE FIN DETAIL
p B UPDATED PER 2010 FBC 11/08/2011 TEF
40 16 LUCAS A.TURNER,FL.P.E.,58201 A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008
��pumng4
2 o NOTE: ��N C,PN ......
Tl�Q4i 1/ �rrSl�GWvyY
41 ITEMS 22,27,28,33-37,43-45 ARE NOT ��JGQ.��� SF'.•L� wTnmows&OooxS
SHOWN.ITEM 31 IS NOT USED IN v. No 58201 :71: 1900 SW 44TH AVE.
THIS WINDOW. OCALA,FLORIDA 34474
TITLE:
SECTION VIEW A-A SECTION VIEWS 53 1/8"x 76"-LARGE MISSILE IMPACT
:9=• STATE OF .40.- ATE:
_ ��� 8100 06/10/2008
PROPTHE INFORMATION CONTAINED �THI DRAWING ARYAND CONFIDENTIAL
FTHE SOLE PROPERTY OF C8US70M ,'��i�SFt O R �:`�i���, OD CALE: ADE GNTS . O.:
WRITTEN PERMISSION OWINDOWSYSTE S.INC.F CUSTOM WINDOW SYSTEMS,OINC IS PROHIB TED.HOU77HE ��i��`,'0NA'��N��,, PVC SINGLE HUNG EV.LETTER: HEFT: CWS-155
B 4OF8
39
oil 3
3
21 INTERIOR 10 21 15
41
1 41 �
EXTERIOR
o a 38
26
46
12 20 SECTION VIEW B-B
18 21 12
20 TYPICAL HORIZONTAL SECTION
NOTE:LEFT SIDE SHOWS FIXED LITE CUTAWAY,
RIGHT SIDE SHOWS SASH CUT AWAY
EXTERIOR INTERIOR
4 18
30 29
38
31 ti 7
5 12
6 8
32 38
18 g
48 25
19
40
C=
2
12 8 41
38
g ALTERNATE FIN DETAIL
q SECTION VIEW C-C
25
8 UPDATED PER 2010 FBC 11/08/2011 TEF
40 LUCAS A.TURNER,FL.P.E.,58201 A JUPDATED PER NEW FBC REQUIREMENTS 07/07/2008
p tttty w urf+fffff /
2
PN41 NOTE: J`PG' GENS'' TGQi�
SECTION VIEW A-A ITEMS 22,27,28,33-37,43145 ARE NOT JV; F ;2�1, WINDOWS&DOORS
SHOWN.ITEM 31 IS NOT USED IN THIS Z— No 58201 :�P: 1900 SW 44TH AVE.
WINDOW. t; * ;,�: OCALA,FLORIDA 34474
LE.SECTION VIEWS 36"x 62"-LARGE MISSILE IMPACT
'33: STATE OF :�40` ATE:
PROPRIETARY AND CONFIDENTIAL 11/28/11 ��i� '�Z A, ? 8100 ADE C.: ZOOS
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM �i Fd`''-�Rt;;••�j���` OOE TR
WINDOWRITTEN YSTE S.INOFCUSTREPRODUCTION
INPART
ORASAWHOLE
EDHOUTTHE 'fi�fsiONp.;EN�t�� PVC SINGLNTS
E HUNTER: HEFT: .CWS-155
B 5OF8
ITEM# PART# DESCRIPTION MATERIAL VENDOR 31/8"�
1 H-6031 Frame Head,Fig,Single Hung RIGID PVC MIKRON 31/8" FRAME CORNER
2 H-6031 Frame Sill,Flg,Single Hung RIGID WC MIKRON 1/16" 23116 CONSTRUCTION
3 H-6031 Frame Jamb,Fig,Single Hung RIGID PVC MIKRON 1/16 1/16"
4 1 1+1836 jAlurn Fixed Meet.Rail ALUMINUM KEYMARK
5 S-6063 I Rced Rail Cover RIGID PVC MIKRON rrrt
6 H-6027 Sash Top Rail RIGID PVC MIKRON 2 11/16" 2 3 9116" 0 15/8" 6
7 H-1497 Reinforcement for STIR ALUMINUM KEYMARK l� 3 ♦
8 K6028 Sash Bottom Rail RIGID PVC MIKRON
9 1+1699 Reinforcement for SBR ALUMINUM KEYMARK
4 CORNER WELD(ALL SIDES)
10 H-6004 Sash Side Rail RIGID PVC MIKRON LI PVC SASH TOP RAIL-6027
11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK PVC FRAME FLANGE-6031 4
PVC FRAME FIN-6048
12 S6064 Glazing Bead RIGID P/C MIKRON
13 P-3118 Keeper,Sweep Lock STEL SULLIVAN 1 15/16"
1 3116"
14 P-3541 #8 x 1/2",Pan Head,Tek ZINC FASTENAL � 10 � 1 1/8„-{ 1/16”
15 P-4632 Sweep Lock ZINC SULLIVAN
16 P-4633 Barrel Fastener STEEL FASTBJAL 1 518' 1/16" 1 5I8" 1116" 5/1T6
17 Block&Tackle Balance STEEL CALDWE-L � 8 i
18 FLrfect Glaze"H'or Sikaflex 552 SILICONE HENKEJSlKA
19 Sash See Glazing Chart(pg3) GLASS CARDINAL PVC SCREEN SUPPORT-6014
20 Fixed See Glazing Chart(pg3) GLASS CARDINAL FIXED MEETING RAIL
P PVC SASH SIDE RAIL-6004 PVC SASH BTM.RAIL-6028 21 83429 Wst .,0.270 x 0.187 back FlnSeat NYLON ULTRAFAB r SCREWED TOGETHER WITH
22 84638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 STEI- FASTENAL 1 OUTERFRAME
23 #10 x 1 1/2"Panhead SMS STEELFASTENAL 4
24 Flat Washer STEL FASTENAL 2 118"
1 1/8" 1 5/16"
25 5-6014 Screen Catch RIGID WC MIKRON
26 S-6013 Screen Support RIGID PVC MKRON 1116" 5!827 84051 #6 x 1 62" Q a Fh K, ZINC FASTENAL 1 7/8" H1116"
4
28 P-3748 #6 x 0.625"Quad Fh TES Wht. ZINC FASTENAL 1" 712" L
1/16"
29 P-3783 act,Lock STtEEL INTERLOCK 6 ALUM.FIXED RAIL-1836 SASH STOP-6025
30 P-4069 Impact,Keeper STEEL INTERLOCK
PVC SCREEN CATCH-6013 ALUM.REINF.TOP RAIL-1497
31 84264 #8 x 3/4 FH PH w/#6 Head,TEK,Wht STEL FASTENAL,
32 P-3218 Screen Frame ALUMINUM ALLMETAL 4--114" T-1
33 83321 Screen Corner Key PLASTIC M&M
34 P-3228 Screen Spline RUBBER DAPA 7!8" 1 112"
35 P-3581 Screen Cloth VINYL WIER /4, 1116" 9 �_ 1 I 3"
36 FL3033 Screen Spring STS HURLEY 3 � � 314" 7]i—�
37 83029 Screen Pull Tab STE3 HURLEY 11 15Fig-
40
1/16" PVC GLAZING BEAD-6064 L_3/18 SCREW SUPPORT-3113
36 83352 Set.Elk 1/8"x 5/8"x 2" RUBBER FRANK LOWE 39 P-3768 #8 x 5/8 Phil Pan Zinc ZINC FASTEJAL ALUM.REINF.S.B.RJS.S.R.-1498 P-4479 Weepcover PLASTIC M&M ALUM.REINF. BTM RAIL-1699
41 P-3113 Screw Support RUBBER TEAM B UPDATED PER 2010 FBC 11/08/2011 TEF
42 P-6025 Sash Stop RIGID PVC MKRON 045„ LUCAS A.TURNER,FL.P.E..58201 A I UPDATED PER NEW FBC REQUIREMENTS 07/07/2008
43 P-3059 Sash Cam PLASTIC M&M
44 P-3295 Take Out Clip STEL SUMMIT
45 FL3342 Seam Sealer SILICONE SCHN� 15116" 5 �+`+c��;.•••••• .TGA'.,
46 P-3752 Hole Plug PLASTIC M&M `GP:'`�CENSF'QL'� WINDOWS&DOORS
47 K6048 Frame Head,FIN,Single Hung RIGID PVC MIKRON I I �v No 58201 �: 1900 SW 44TH AVE.
48 P-4959 Wstp.,0.420 x 0.187 back NYLON ULTRAFAB -X9/16" OCAIA,FLORIDA 34474
PVC FIXED RAIL COVER-6063 x'11; ITLE:
IZ EXTRUSIONS/B.O.M.-LARGE MISSILE IMPACT
0;<".
STATE OF :�lL
PROPPoETARVAND CONFIDENTIAL �i'G•.A, V. �•� SERIES: 8100 ADE ATE: 06/10/2008
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
,�j�lS•t O q 1-"•p\`�� MODE SCALE: G. O.:
NOTE:ALL ALUMINUM EXTRUSIONS ARE 6063-T6 WRITTEN SYSTEMS.INC.PERMISSION OF ANY
WINDOW IN PART
SOR ASIS WHOLPROHIBITED.WITHOUT THE
���i,SIONA� N+`�� PVC SINGLE HUNG EV.LETTER:B HEET: 6 QW$-155
INTERIOR FINISH INTERIOR FINISH INTERIOR FINISH
BY OTHERS BY OTHERS 1 1/4"MIN.EMBEDMENT 13/8"MIN.EMBEDMENT BY OTHERS
[C] [D]
SEALANT BETWEEN BUCK '•r v 'r
CONCRETEIMASONRY },'-f••�}
AND OPENING BY OTHERS ; ; •{,•'(�{'Z,
+ {
BY OTHERS ••r•r •l•r t i 114"MAX.SHIM 1/4"MAX.SHIM •�\t••tit•
2 1/2"MIN.EDGE DIST. INSTALLATION ANCHOR,3/16"DIA. 0 0 p•p•
ID] ''•' 7/8"MIN.EDGE DIST.• MASONRY SCREW WITH WASHER �
•1 •~ THRU SCREW SUPPORT 0 ' • [D]
[C]
CONCRETEIMASONRY • p• • p• p • o. o. tiYy.� 0•0 p p p•6
BY OTHERS �•p p•p •p• • ti 1 1/4"MIN.EMBEDMENT • [�•[J�
o. p• p. p• jti [C] 0`-INSTALLATION ANCHOR,
•~ 0.0•- p••• WASHER THRU SCREW#10 WOOD
BY
H
EXTERIOR FINISH 'S 1 BY WOOD BUCK •• 0 p SUPPORT
BY OTHERS � � 0 •-•' '"•
BY OTHERS. 2 1/2"MIN.EDGE DIST! �]
PERIMETER SEALANT [AI [GI 0.0•0 a EXTERIOR a p•p 2 BY WOOD BUCK
BY INSTALLER I 0 . • •,• BY OTHERS
JI 0 A
1/4"MAX.SHIM SEALANT BETWEEN
SEALANT BEHIND 1 BY WOOD BUCK �]I SEALANT BEHIND BUCKAND OPENING
FLANGE BY INSTALLER [BI BY OTHERS I• FLANGE BY INSTALLER PERIMETER SEALANT /3 BY OTHERS
[A] EXTERIOR FINISH) PERIMETER SEALANT BY INSTALLER /
BY OTHERS BY INSTALLER EXTERIOR FINISH)
JB1 HORIZONTAL SECTION BY OTHERS �\HORIZONTAL SECTION
INSTALLATION ANCHOR,3116"DIA. 7 FRAME OOD
MASONRY SCREW WITH WASHER 7 FRAME(MASONRY) )
THRU SCREW SUPPORT
[C]
INSTALLATION ANCHOR,3/16"DIA.
EXTERIOR MASONRY SCREW W/NEOPRENE
BACKED WASHER THRU SCREW
EXTERIOR SUPPORT[C]
SEALANT BEHIND
FLANGE BY INSTALLER I BOTTOM SWEEP LOCK ACITVATED ONLY
O DURING HURRICANES.(SEE NOTE 6,SHT1)
PERIMETER SEALANT SEALANT UNDER SCREW
INSTALLATION ANCHOR,3/16"DIA. BY INSTALLER HEAD BY INSTALLER.
MASONRY SCREW w/NEOPRENE C�
SEALANT UNDER SCREW BACKED WASHER THRU SCREW
HEAD BY INSTALLER SUPPORT
[C] EXTERIOR
BY OTHERS FINISH D: u° e, .D:o°D
SEALANT BEHIND . • 1/4"MAX SHIM
BOTTOM SWEEP LOCK FLANGE BY INSTALLER ° D - o • o - o D•D o' ° [B]
D. o o D D D
DURING HURRICANES. _ 'D• D' ° D D
° ► D. •D °' ••D•' • D °. o ° 0 1 1/4"MIN.EMBEDMENT
PERIMETER SEALANT D D •D D D. o D. o D D [C]
BY INSTALLER • ► D D •D •D D. • D. •
MAX.SHIM 2 1/2"MIN.EDGE DIST.
�[BI
[C]
CY OTHERS ALTERNATE PRECAST SILL DETAIL
EXTERIOR FINISH � SILL STOOL BY OTHERS
BY OTHERS •• BY OTHERS Z FRAME(MASONRY)
;+
•n p, B UPDATED PER 2010 FBC 11/08/2011 TEF
p• .• o.;n��• USE SOLID WOOD LUCAS A.TURNER,FL.P.E.,58201 A I UPDATED PER NEW FBC REQUIREMENTS 07/07/2008
•• p SUPPORT TO MAKE
p• p• p p�•p,p. p� o. p•o o. .o•o.•• SILL LEVEL BY OTHERS REFERENCE NOTES: \%\It,inffer"
p: p• • p,•.�p, .•A •:.p .,p p.p,•p WON
\\\, 11DRE4�! 1��� /��'I�✓.vW./V
•p••••o. •• o '• o• [A]SEE NOTE 10,SHT1 \% r P; TG�i� ,
o. p•• p•, •p, o.• p� 'p, o. • [B]SEE NOTE 283,SHT2 .\, P:'�C.EN,S'•.'Q ��
•o. • •n p ;p p.• i 1 1/4"MIN.EMBEDMENT [C] SEE NOTE 4,SHT 2 N JV; F•'•�'�' WINDOWS 8 DOORS
EIMASONRY [D] SEE NOTE 5,SHT 2 v: NO 58201 =� 1900 SW 44TH AVE.
CONCRET
BY OTHERS =*• * * OCALA,FLORIDA 34474
2"1'/2"MIN.EDGE DIST. :_-G* INSTALLATION DETAIL FLG-LARGE MISSILE IMPACT
[C] /�o�-- 9 STATE OF
HIGH STRENGTH :SST•„, �� SERIES: 8100 R ADE ATE. 06/10/2008
STRUCTURAL PROPRIETARYAND CONFIDENNIL 11/28/1( �iC. �((�',:O q L V`p''\�'�\ MOD CALE: G. O.;
GROUT BY OTHERS (Al VERTICAL SECTION THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM Imo,& •• NG\\\ PVC SINGLE HUNG NTS CWS-155
FRAME(MASONRY) WRITTEN PERMISSION OF ANY
WINDOWSSTMS,,IINC.SIS PROHIBITEDHOUT THE �I���ONA;��\\\ EV.LETTER:B HEFT: 70F8
SHEATHING 1 1/2"MIN.EMBEDMENT
BY OTHERS [E]
EXTERIOR FINISH INSTALLATION ANCHOR,
BY OTHERS ;'o,0. #8 WOOD SCREW wNVASHER
><
SEALANT BEHIND FIN
BYINSTALLER e• o• 2 BY WOOD BUCK BY OTHERS
o, [A]
WINDOW WRAP
BYINSTALLER •dS
1/4"MIN.EDGE DIST.[E] 1l4�.SHIM ZJEI
PERIMETER SEALANT
BYINSTALLER
2 BY WOOD BUCK 1/4
4"MAX.SHIM BYOTHERS [BI
[BI [AI
INSTALLATION ANCHOR,
#8 WOOD SCREW WITH
WASHER
[E]
11/2"MIN. BEDMENT
[E]
s T
HEATHING d•o•c
L BY OTHERS a•�•;a.oa i .a•
'S o� o•
EXTERIOR FINISH
BY OTHERS WINDOW WRAP
BYINSTALLER
SEALANT BEHIND FIN
BYINSTALLER PERIMETER SEALANT
BYINSTALLER
BOTTOM SWEEP LOCK ACI ATED ONLY
[� DURING HURRICANES NOTE 6,BHT 1) 0 HORIZONTAL SECTION
SOI I 8 FIN(WOOD)
O
REFERENCE NOTES:
ill. SHIM
SEALANT BEHIND FIN [A]SEE NOTE 10,BHT 1
BYINSTALLER [B]SEE NOTE 283,SHT 2
[C]SEE NOTE 4,SHT 2
P —� [D]SEE NOTE 5,SHT2 B UPDATED PER 2010 FBC 11/0812011 TEF
PERIMETER SEALANT 1/4"MIN.EDGE DIST.[E] [E]SEE NOTE 6,SHT2
BYINSTALLER LUCAS A.TURNER,FL.P.E.,58201 A DATED PER NEW FBC REQUIREMENTS 07/07/2008
2 BY WOOD BUCK
I P 'q`o, [A] ,%%%1
OTHERS , k ADREVy l
BYINSTALLERilt
. � C>
p RC1 NS'• P��:
EXTERIOR FINISH O°�o: INSTALLATION ANCHOR, �Jv: �' F•�';�,M WINDOWS OORS
BY OTHERS o•o' #8 WOOD SCREW WITH WASHER No 58201 ::O 1900 SW 44TH AVE.
[E] CALA,FLORIDA 34474
SHEATHINGro: a.= ITLSTALLATION DETAIL FIN- RGE MISSILE IMPACT
> MIN.EMBEDMENT
BY OTHERS (T�•P) ', $TATE OF (U+' SERIES: ATE:
O �.� 8100 06/10/2008
PROPRIETARYAND CONFIDENTIAL ].1/Z$/11 1���F'�L 0 R t`3�'•���� -M-0-DE-7— CALE: E G. O.:
VERTICAL SECTION THE INFORMATION CONTAINED IN THIS DRAWING ISTHESOLE PROPERTY OF CUSTOM I��s��... ..••'NG'+�� PVC SINGLE HUNG NTS CWS-155
8 FIN(WOOD) WRITTEN PERMISSION OF ANY
WINDOW SYSTEMS,,IINC IS PROHIBITED.. THE �i�ItONA 110" EV.LETTER:BSHEET: 8 OF 8
9/9/13 Florida Building Code Online
N103
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Product Approval Menu>Product or Aoolication Search> o L >Application Detail
n 5
1 FL# LApproved
10-R1
Application Type n
Code Version
Application Status
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext 207
rriafevre@cws.cc
Authorized Signature Michael LaFevre
mlafevre@cws.cc
Technical Representative Brian Tenace
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
btenace@cws.cc
Quality Assurance Representative Jeff Thompson
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext 221
jthompson@cws.cc
Category Windows
Subcategory Fixed
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
F7. Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
( Validation Checklist- Hardcopy Received
Certificate of Independence FL13010 RI COI EvalReo CWS-433A(PW-8100. 36x72. IMPACT).odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMACSA/101/I.S.2/A440-O5 2005
ASTM E 1300-04 2004
ASTM E1886-05 2005
ASTM E1996-02 2002
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
httpsJ/vmw.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWLJkbarp/`2f3TOzgFd2pZHcdirFTwsAp/a3dp/a3d 1/3
9/9/13 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 12/12/2011
Date Validated 12/16/2011
Date Pending FBC Approval 12/21/2011
Date Approved 01/31/2012
Summary of Products
FL# Model,Number or Name Description
13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window, 36"x 72".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13010 R1 II CWS-433A(PW-8150 36x72 IMPACT)Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +75/-75 Evaluation Reports
Other:PW-8150,36"x 72", DP=+/- 75 psf. Large Missile FL13010 R1 AE DuPont PVB NOA 11-0624 01.0
Impact. FL13010 R1 AE EvalReD CWS-433A(PW-8150 36x72
IMPACT).Ddf
FL13010 R1 AE Mikron NOA 11-0830 09.Ddf
Created by Independent Third Party:Yes
13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,Continuous Head&Sill.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13010 R1 II CWS-510A(PW-8150.74x72. ContHdSl IMP)Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +67.5/-67.5 Evaluation Reports
Other:Large Missile, Dp=+/- 67.5 psf, Max.size 74 1/8"x 72". FL13010 RI AE DuPont PVB NOA 11-0624 01.0
Outer lite must be safety glass above 30 ft. in HVHZ. FL13010 RI AE EvaIReD CWS-510A(PW-8150. 74x72.ContHdSl.
IMP). df
FL13010 R1 AE Mikron NOA 11-0830 09.Ddf
Created by Independent Third Party: Yes
13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 120"x 48".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13010 R1 II CWS-373A(PW-8300 120x48 IMPACT) Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +70/-70 Evaluation Reports
Other: PW-8300, 120"x 48",DP=+/- 70 psf. Large Missile FL13010 Rl AE DuPont SGP NOA 11-0624 02.Ddf
Impact. FL13010 R1 AE EvaIReD CWS-373A(PW-8300. 120x48.
IM PACT).Ddf
FL13010 R1 AE Mikron NOA 11-0830 09.Ddf
Created by Independent Third Party:Yes
13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13010 R1 II CWS-159B(PW-8300.IMPACT).Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other: Large Missile Impact,See Installation Drawings for Max. FL13010 R1 AE DuPont PVB NOA 11-0624 01.Ddf
size and DP's. FL13010 R1 AE DuPont SGP NOA 11-0624 02.Ddf
FL13010 R1 AE EvaIReD CWS-159B(PW-8300. IMPACT)Ddf
FL13010 R1 AE Mikron NOA 11-0830 09.Ddf
Created by Independent Third Party: Yes
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Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Rhone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2010 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 emaiis 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 Mich 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:
MeCtce.
scruri ystr.-r€t€t.�'
https://w m.floridabuilding.org/pr/pr app d.aspx?parain=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbarg/g2f3TOzgFd2pZHcd!rFTwsAg/g3d%3d 2/3
t �
Lucas A. Turner, P.E., MBA Evaluation Report 159B
2080 Mauve Terrace
North Port, FL 34286
Ph. 941-380-1574 December 14, 2011
E
Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48"x 72"unit
5 or 72"x 76"unit size DP67.5cturer: Custom Window Systems, Inc. 1900 SW 44"'Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements
of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1 option (d).
This product complies with the requirements of the Florida Building Code including the HVHZ.
The product testing standards performed are outlined below.
Technical Documentation:
1) Approval drawing CWS-15913, signed and sealed by Lucas A. Turner, P.E. on 12/14/11.
2) Test Reports NCTL-210-3530-1, -IA, -2, and -2A, and NCTL-210-3672-1, -IA, -2, and -
2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by
Gerard J. Ferrara, P.E.
a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-05, ASTM
E1886/1996-02/05 and TAS 201, 202, 203 1994
3) Supplemental Calculations to support CWS-15913, signed and sealed by Lucas A.Turner,
P.E. on 12/14/11
Installation: Units must be installed according to approval document CWS-15913.
Limitations of Use: This product:
• May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of
+/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf, with
max. glass daylight sizes as shown in CWS-159B
—� • Is large missile impact resistant and does not require the use of shutters
—� • May be used in the High Velocity Hurricane Zone
• Requires glazing as shown in CWS-159B, with Dupont SentryGlas Plus Interlayer per
Miami-Dade N.O.A. 11-0624.02 in DP67.5 units or Dupont PVB Interlayer per Miami-
Dade N.O.A. 11-0624.01 in DP55 units
• Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade
• Requires Mikron rigid PVC frame extrusions per Miami-Dade N.O.A. 11-0830.09
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a
financial interest in Custom Window Systems or in any company manufacturing or distributing
products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I
acquire, a financial interest in any other entity involved in the testing or approval process of this
product.
z�
No 50201 =-
*�` t 12/14/11
o? ;tZ r Lucas A. Turner, P.E.
:9 STATE OF 'l.0 FL PE 458201
..0 :�r
,c
PICTURE WINDOW ELEVATIONS (LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENT:
SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
THE FLORIDA BUILDING CODE,CURRENT EDITION.
2.GLAZING OPTIONS:(SEE SHEET 5)
491/4"
MAX.OVERALL FLANGE WIDTH 3.CONFIGURATION:FIXED LITE"0".
48"
MAX UNIT WIDTH 4.DESIGN PRESSURES:
45 1/8„ -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES
GLASS DLO ASTM E-1300.
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER INFILTRATION TEST
PRESS R AND GLAS TAB ES AS E-1300.
B I 1 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF
73114• 7 I THIS PRODUCT.SEE SHEETS 8-9 FOR INSTALLATION DETAIL.WIND LOAD DURATION
MAX. F I I FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
OVERALL FLANGE
8 I C
HEIGHT I I 7 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED.
1
731/4 7.ALL FRAMES FULLY WELDED.
1 8.REFERENCE TEST REPORTS:NCTL-210-3530-1,1A,2,
MAX.OVERALL FLANGE WIDTH 2A,NCTL-2103672-1,1A,2, 2A
MAX. 1 1 GLASS 72' 9.SERIES/MODEL DESIGNATION PW-8300.
M C.UN T WI TH
HE I I DLO 10.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO
891/8" PROPERLY TRANSFER ALL LOADS TO STRUCTURE,BUCK AND FRAMING IS RESPONSIBILITY
I I GLASS DLO OF ARCHITECT OR ENGINEER OF RECORD.
I I I
I I 771/a"
MAX
I I OVERALL
I 1 FLANGE I
HEIGHT
7 8 7 MAX I
UNIT I
DESIGN PRESSURE RATING HEIGHT
t55
I
731/8" I
GLASS I
DLO
I
DESIGN PRESSURE RATING
167.5 g UPDATED PER 2010 FBC 12/6/2011
LUCAS A.TURNER,FL P.E.58201 AlUPDATED PER NEW FBC REQUIREMENTS 7/07/2008
ORS
TABLE OF CONTENTS w: No 5810( r�� 1900 SW 44TH AVE.
GENERAL NOTES&ELEVATIONS..........1 * ,y OCALA
FLORIDA 34474
ANCHOR SCHEDULE&NOTES...........23 9: it ITLE
SHAPES....................................................4ZZ '9 i STATE OF ;ttr.7 GENERAL NOTES&ELEVATIONS-LARGE MISSILE IMPACT
GLAZING...................................................5 O'. 1C/-W SERIES: DRAWN BY:
SECTION VIEWS......................................6 PROPRIETARY AND CONFIDENTIAL 12/14/11 ''°� pp ?z 8300 ADE 5/05/2007
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM '�I�S•�'Q R 1 C?�� ODEL: SCALE: WG.NO.:
INSTALLATION DETAILS......................8 9 WRITTEN PERMISSION O CUSTOM WINDOW SYSTEMS.ONC.SS PROHIBITED.HO HOUT THE '4t�5ipjvp;`� ��`� PVC FIXED LITE LETTER: NTS HEFT: CWS-159
B 1 OF 9
6"MAX
(TYP) 4"MAX
14'MAX.O.C. (TYP)
(TYP) 4"MAX 8"MAX.O.C.
6"MAX SEE NOTE 2 (TYP)
(TYP) A (TYP) SEE NOTE 6
I
14"MAX.O.C. 8"MAX.O.C.
(TYP) (TYP)
I
INSTALLATION
ANCHOR(TYP) INSTALLATION
ANCHOR(TYP)
i
B B
A C
ANCHOR LAYOUT-(FLANGE I THRU AN NAILING FIN(WOOD OPENING)
LAYOUT-(FIN)
THRU FRAME(MASONRY OR WOOD OPENING) +/-55 DP
+/-55 DP ANCHOR
Q
1.INSTALL ONE ANCHOR AT EACH LOCATION. ANCHOR SCHEDULE FOR FLANGE FRAME TO FOLLOW SPACING REQUIREMENTS ACCORDING TO REQUIRED OP.SEE SHEETS 2-3. SILL ANCHOR SAME AS HEAD.
2.SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT.
3. DB S I L E O SRC O G D N P 1 0 6 E O D H O A
4.3116"DIA ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2"SHALL BE
ACHIEVED IN EITHER DIRECTION.
5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK OR FRAMING.A MINIMUM EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN EITHER DIRECTION.
6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2"INTO 2 BY WOOD BUCK FOR FIN INSTALLATION.A MINIMUM EDGE DISTANCE OF 1/4"SHALL BE ACHIEVED IN EITHER DIRECTION.
A L SAL I N H RS M S BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING.
DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. B UPDATED PER 2010 FBC 12/6/2011
A
8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL LUCAS A.TURNER,FL P.E.58201 UPDATED PER NEW FBC REQUIREMENTS 7/07/2008��n���i
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ,,��a""t"%lR£tq,�
9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: Py ENS•.L'p ��ae
A WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) JG.• F •.2��% WINDOWS&DOORS
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. No 58201 :N^ 1900 SW 44TH AVE.
- C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). y' * _ OCALA,FLORIDA 34474
o: �G TITLE: ANCHOR SCHEDULE&NOTES-LARGE MISSILE IMPACT
10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE zZ '9 STATE OF :w,
OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT :0. W SERIES:8300DRAWN BY: PATE: 5/05/2007
VERSION MA1 THE REFERENCE DOCUMENTS: THE INFORMATION CONTAINEDDIN�THI THIS IETARYAND S THE SOLE PROPERTYIDENTIAL /14/11 OF CUSTOM l��I�S•LO R1[?p��$� ODEL: SCALE: ADE WG.NO.:
FMA/WDMA1250(BOXWINDOWS),FMA/AAOO(FIN WINDOWS), AMAIWDMA 00(EXTEROR)DOORS). v��RNjDOEnaearnlssioNNOFcusTom°D000wsysiEMSDacSSWHOLEPROH1817EDHOUTTHE '�p4s`ONA-101"* PVC FIXED LITE EV.LETTER: NTS HEEr: CWS 159
B 20F9
4"MAX 8"MAX O.C.
(TYP) (TYP)
6"MAX 7 5/8"MAX O.C.
(TYP.) SEE NOTE 2
SEE NOTE 6
————————— —————— ————————————————
I I 4"MAX I
6"MAX I I cnP) I I
8"MAX O.C. I I
7 5/8"MAX O.C. I I (TYP) I I
(TYP-)
I I I
I I I
I I I I
O I I I INSTALLATION
I ANCHOR(TYP)
I I I I
I IX–INSTALLATION I I
ANCHOR(TYP)
I I
I I I I
I I
I I I I
I I
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN)
THRU FRAME(MASONRY OR WOOD OPENING) THRU NAILING FIN(WOOD OPENING)
%67.5 DP
B UPDATED PER 2010 FBC 12/6/2011
LUCAS A.TURNER,FL P.E.58201 AlUPDATED PER NEW FBC REQUIREMENTS 7/07/2008
41 EN
WINDOWS&DOORS
v:'• No 58201 .ri+: 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
* TITLE:
= X�
OANCHOR SCHEDULE-LARGE MISSILE IMPACT
STATE. OF :Ili41 SERIES: RAWN BY:
PROPRIETARYANDCONFIDENTPIL 12/14/11 '��''•�t. a"'�� 8300 ADE 5/05/2007
THE INFORMATION CONTAINED IN THIS DRAWING
STHE SOLE PROPERTY OF
WWIN OW RITTEN PERMISSION OF CUSTOM WINDOW SNSPART 7EMS�INC IS PROHIB EDHOUT THOE '� `S�Q(�A"rG ,` MODEL:PIc
VC FIXED LITE �LETTER: B HEE7:G� CWS-159
30F9
FULL ELLIPSE("OVAL')
FULL CIRCLE
TOMBSTONE
r7
112 CIRCLE
TRAPEZOID OCTAGON
114 CIRCLE
B UPDATED PER 2010 FBC 12/6/2011
LUCAS A.TURNER,FL P.E.582ol AlUPDATED PER NEW FBC REQUIREMENTS 7/07/2008
TRIANGLE ,\\Py,P`....N)
NOTES:
F
� �••�- F"•,�^� �WINDOWS&DOORS
1.SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS -'j..
No 58201 1900 SW 44TH AVE.
2.OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF .t * ;,y OCALA,FLORIDA 34474
RECTANGULAR WINDOWS BASED ON DP REQUIRED FROM SHEET 1. ITLE: ARCH.FLG 8 FIN SHAPES-LARGE MISSLE IMPACT
,xz "9; STATE OF l4t/+'
3.ANCHOR SPACING FOR ARCHITECTUAL FLANGE WINDOWS PROETARYAND CO +�0'. P t, ERIES: DRAWN$300 a ADE 5/05/2007
MUST FOLLOW NOTE I,SHEET2 THE INFORMATION CONTAINED IIN�THI DRAWING IS THE SOLE PROPERTY OF CUSTOM NFIDENTIAL 12/14/11 ����s t......� G\�� MODEL: SCALE: WG.NO.:
WWINDOW SYSTEMS,INC.RITTEN PERMISSION REPRODUCTION IN
SYSTEMS,OR AS
WHOLE
WITHOUT THE ��/b`St (VA"rGN\\\\ PVC FIXED LITE Ev.LETTER:NBS HEFT: CWS-159
4 OF
GLASS IMAXSIZE
TYPE W x H
DP+/-55 A, B 48 X 72
DP +/-67.5 C, D 1 72 X 76
1"OVERALL 1"OVERALL 1.OVERALL 1"OVERALL
3116"ANNEALED 3/16"TEMPER 3116"HEAT ST ENGTH 3/16"TEMP RED
112"AIR SPACE 1/2"AIRSPA 318"AIRSPA E 3/8"AIR PACE
5/16"LAMI GLASS 5116"LA GLASS 7/16"LAMI LASS 7/16" 1 GLASS
1/8"ANNEALED 1/8"A EALED 3/16"H TSTRENGTH 3/1 HEATSTRENGTH
.090 DUPONT PVB INTERLAYER 1/16"DUPONT PVB INTERLAYER .090 S NTRY GLASS IONOPLAST INTERLAYE 90 SENTRY GLASS IONOPLAST INTERLAYER
1/8"ANNEALED 1! 'ANNEALED 3/16"HEAT STRENGTH 3/16"HEAT STRENGTH
6 PURFECT GLAZE"H" PURFECT GLAZE"H" 6 URFECT GLAZE"H" 6 PURFECT GLAZE"H"
SIKAFLEX 552 SIKAFLEX 552 SIKAFLEX 552 SIKAFLEX 552
1/2"GLASS BITE 131/2"GLASS BRE 1/2"GLASS BITE
a'
1 "GLASS BITE
O Q O
1
LASS TYPE C GLASS TYPE D
GLASS TYPE A GLASS TYPE B FULL SIZE FULL SIZE
FULL SIZE FULL SIZE
BI UPDATED PER 2010 FBC 12/6/2011
LUCAS A.TURNER,FL P.E.58201 AlUPDATED PER NEW FBC REQUIREMENTS 7/07/2008
.."III It
%
,P4DR�l� ,
%0
WINDOWS&DOORS
v: No 58201 i 1900 SW 44TH AVE.
W iF: Z OCALA,FLORIDA 34474
Q GLAZING DETAIL-LARGE MISSILE IMPACT
'9'. STATE OF �Z FRIES
:
46,
PROPRIETARY AND CONFIDENTIAL 12/14/11 ipT%'•�(Q z 8300 r11AWN BY:
ADE 5/05/2007
THE INFORMATION CONTAINED IN THIS
WINDOW WRITTEN PERMESSION O TOM WINDOW SYSTEMS,OINC IS PROHIBITED.HOUT THE ANG IS THE SOLE PROPERTY OF CUSTOM ,���IsS�O Q`SG.A-�,` MODEL:PVC FIXED LITE EV.LETTER: 1 1 HEET:O CWS-159
B 50F9
6
g 8 11 9 6
O
10�� 1
9 °C� 10 7
8 7
3 SECTION B-B 4
EXTERIOR
EXTERIOR
8
5
2
7 M
SECTION VI GC
O
ALT FIN FRAME B UPDATED PER 2010 FBC 12/6/2011
6 LUCAS A.TURNER,FL P.E.5e2oi AlUPDATED PER NEW FBC REQUIREMENTS 7/07/2008
SECTION VIEW A-A .♦%,% , DR.�.EW;' r
WWDOWS&DOORS
v 1 No 582()1 N 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
TITLE:
o' SECT.VIEWS&ALT.FIN FRAME-LARGE MISSILE IMPACT
9; STATE OF
PROPRIETARYAND CONFIDENTIAL 12/14/11 `;,N.•�� 4p;`? SERIES:8300 ADE T 5/05/2007
(C THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ,O R 5 ♦ ODE C E: WG.NO.:
WWIN OW RITTENP PERMISSION CUSTOM WINDOW SYSTEMS.OINC IS PROHIBITED.HOUT THE "'it'910NA`rGN�♦♦♦ PVC FIXED LITE EV.LETTER: '.B HEET: 6O 915J
Item#I Part# Description Vendor Material 31/6° FRAME CORNER CONSTRUCTION
1 H-6006B Fr.,PW,Main,Head Mikron PVC
2 H-6006B Fr.,PW,Main,Sill Mikron PVC 2 1/16"
3 `
3 H-6006B Fr.,PW,Main,L.Jb. Mikron PVC 2
4 H-6006B Fr.,PW,Main,R Jb. Mikron PVC
10
4
5 H-6006A Fr.Main,PVC,Fin Mikron PVC CORNER WELD(ALL SIDES)
6 P-3113 Screw Support for PVC Team Plastic Rubber PVC FRAME FLANGE-H 6006 B
7 P-3352 Set.Blk.,85 Dur., 1/8"x5/8"x2"Lg. Frank Lowe Rubber
8 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone 31/6"
9 P-3752 Cap Plug,1/2"Hole M&M Nylon
10 S-6064 C&Bd.,Fxd.(1"O.A.I.G.) Mikron PVC
11 GLASS See Sheet 4
5
2 7/8" LES
1.000 1 1/2"
PVC FRAME FIN-H 6006A
10
1/4" 6
3/16"
1/16" 7/8" 0
T
PVC GLAZEBEAD-6064 SCREW SUPPORT-P-3113
B1 UPDATED PER 2010 FBC 12/6/2011
LUCAS A.TURNER,FL P.E.58201 AlUPDATED PER NEW FBC REQUIREMENTS 7/07/2008
Ooe
V: F'••2, L wnw Rs
1900 SW 44TH AVE.
j 3 t OCALA,FLORIDA 34474
z ITLE:
¢� EXTRUSIONS&B.O.M.-LARGE MISSILE IMPACT
'g STATE. OF t1i„ EKES: fRAW
PROPRIETARVANDCONFIDENTYIL 12/14/11 'i0'h•'•'r h, 8300 ADE 5/05/2007
AINDON YSTE S,INO�S70M REPRODUCTION
INDOW INPARS,ORASA
WHOLE WITHOUT THEWRITTE
'THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ��'.sSfpjjA"rc. G`�,` �D PVC FIXED LITE EV LETTER: 1.2 HEEND' CWS-159
B 70F9
CONCRETE/MASONRY
BY OTHERS 1 B WOOD BUCK 1 3 BB""MIN EMBEDMENT
BY OTHERS BY OTHERS [D]
SEALANT BETWEEN BUCK 114"MAX SHIM-+{ '•' 2 BY WOOD BUCK
AND OPENING BY OTHERS A �.{ 1/4"MAX SHIM
I IBI [B] BY OTHERS[A]
A
SEALANT BETWEEN BUCK INSTALLATION ANCHOR, 3/16" IA.
AND OPENING BY OTHERS MASONRY ANCHOR W/WASHER A '►'• 7I8"MIN.EDGE DIST.
THRU SCREW SUPPORT A'p [D]
Litz MIN.EDGE DIST. 4 •► INSTALLATION ANCHOR,
[C] 'A•' A 0 #10 WOOD SCREW w/WASHE
A •►• THRU SCREW SUPPORT
CONCRETE/
o•'p;o. :• 2.1/2'MIN.EDGE DIS•.�,•A�• �a
► [D]
MASONRY [C] �
BUCK/"MIN.EMBEDMENT BY OTHERSo aBY OTHERS [C
SEALANT
EXTERIOR FINISH ff{I FLANGE BY INSTALL �1:••• SEALANT
1 BY WOOD BUCK [C] MIN EMBEDMENT • Ir L AND OPENING OTHERS
EEN BUCK
BY OTHERS 1 BY OTHERS[A] (C] L
PERIMETER SEALANT PERIMETER SEALANT
EXTERIOR FINISH Y INSTALLER BY INSTALLER EXTERIOR FINISH
PERIMETER SEALANT BY OTHERS
BYINSTALLER BY OTHERS
SEALANT BEHIND 1/4"MAX SHIM �1 HORIZONTAL SECTION HO F (WOOD)
ZONTAL ION
FLANGE BY 8 FRAME(MASONRY) B FRAME( )
INSTALLER [B]
OTE:HEAD AND JAMB
INSTALLATION ANCHOR,
IMILAR FOR 26Y INSTALLATION.
N
3116"DIA.MASONRY ANCHOR ILL INSTALLATIOSAME AS
W/WASHER THRU SCREW SUPPORT [HOWN BELOW.
[C]
INSTALLATION ANCHOR,
3116"DIA,MASONRY ANCHOR
SEALANT BEHIND w/WASHER THRU SCREW SUPPORT
FLANGE BY (C]
INSTALLER
Ne 1/4"MAX.SHIM(fYP)
PERIMETER SEALANT 0
BYINSTALLER
HIGH STRENGTH STRUCTURAL
GROUT BY OTHERS p °• ° °• °•D•
EXTERIOR FINISH • D D
BY OTHERS D ° ° p• a D.
SEALANT BEHIND INSTALLATION ANCHOR, p ► p • • ► •• •• °D °. •D 1 114"MIN.EMBEDMENT
FLANGE BY 3/16"DIA.MASONRY ANCHOR (NP)
D. • ,D°• °D. o p D D
INSTALLER Yd SUPPORT WASHER THRU SCREW •D ► p• o. ►p p ° °• p • REFERENCE NOTES:
PERIMETER SEALANT ° ° p ►D °D [A]SEE NOTE 10,SHT 1
BYINSTALLER 1/4"MAX SHIM SEE N TE
[e] 2712 MIN.EDGE DIST. [C]SEEN TE 2&4,BHT 2
CONCREXTERIOR FINISH BY OTHETRZMASONRY RYP) [El SEE NOTE 6,BHT 2
BY OTHERS
BY OTHERS �1 ALTERNATE PRECAST SILL DETAIL
Y r .o.'•`� # ySILLSTOOL
BY OTHERS a FRAME(MASONRY)
L,
e• o.�>��• B SOLID
USE UPDATED PER 2010 FBC 12/6/2011
WOOD
�� '• •�oeo. •� o ,o•o n• .n•o. LUCAS A.TURNER,FL P.E.58201 AlUPDATED PER NEW FBC REQUIREMENTS 7/07/2008
• :u, • •° SUPPORT TO MAKE
• n• ••o,o� o.n; n•p o. •o.•p SILL LEVEL BY OTHERSrFNy yyyLn�l�1f ��^GC
`SF N,L WINDOWS&DOORS
1 1/4"MIN.EMBEDMENT .J,r '•0,�.
CONCRETE/MASONRY [C] No 58201 A;, 1900 SW 44TH AVE.
BY OTHERS 210 MIN.EDGE DIST. :iF * ;yy C OCALA,FLORIDA 34474
[C] .ti: `TITLE'
A VERTICAL SECTION x� '9 i STATE OF ;tui INSTALLATION THRU FRAME-LARGE MISSILE IMPACT
SERIES: B T
8 FRAME(MASONRY) s o'. p :�� 8300 ADE 5/05/2007
PROPRIETARY AND CONFIDENTIAL 12/14/11 ,j ( %(} \
WINDOWRITTEN PERMISS.INC.
ANYROMWINDOWIN PART ORASA P HOTHE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE LE WITHOUT THERTY OF CUSTOM ,/,�j�/S/ONA�y�``�`a oDE PVC FIXED LITE EVLLETTER: NBS H ET:O CWS-159
8 OF
11l MIN.EMBEDMENT
[E]
ON ANCHOR,
SHEATHING 8 W INSTAL SCREW ANCHOR
BY OTHERS W/ ASHER
SEALANT BEHIND FIN
BYINSTALLER
2 BY BUCK
EXTERIOR FINISH ,o q []OTHERS
BY OTHERS
400 1/4"MIN EMBED ENT
.•d [E]
PERIMETER SEALANT .•d4 2 BY WOOD BUCK
BYINSTALLER �••• [A]OTHERS 1/4"MAX IM
[B]
1�MIN EMBEDMENT
WINDOW WRAP ° [E]
BYINSTALLER
INSTALLATION ANC
1/4•MAX SHIM 8 WOOD SCREW ANC R
[B] W/WASHER
[E]
1/2"MIN.EMBEDMENT
[EI
SHEATHING
BY OTHERS
o'y .o•° b O
••Ir°•S b
EXTERIOR FINISH ''• o• o
BY OTHERS
S NT BEHIND FIN WI OW WRAP
B NSTALLER BYIN LLER
PERIMETER SEALANT
1/4"MAX SHIM BYINSTALLER
IBI
PERIMETER SEALANT 1/9"MIN EMBEDMENT / r \ HORIZONTAL SECTION
BYINSTALLER °
[E] 9 FIN(WOOD)
o,b REFERENCE NOTES:
WINDOW WRAP [AI SEE NOTE 10,SHT 1
BYINSTALLER 'o° [B)SEE NOTE ICI SEE NOTE 2&4,SHT 2
2 BY WOOD BUCK [DI SEE NOTE S.SHT 2
BY OTHERS [EI SEE NOTE 6,SHT 2
EXTERIOR FINISH [A]
BY OTHERS INSTALLATION ANCHOR,
ua wooD SCREW gNcrloR B UPDATED PER 2010 FBC 12!6/2011
SEALANT BEHIND FIN WASHER
BYINSTALLER [E] LUCAS A.TURNER,FL P.E.56201 AlUPDATED PER NEW FBC REQUIREMENTS 7/07/2008
1 Ila''MIN.EMB MENT ,�����tPwDR
SHEATHING y C E N (I I:-
BY OTHERS G��•�-� SF'�2� WINDOWS&DOORS
`v.••• No 58201 N: 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
TITLE:
E y ;Z� INSTALLATION FIN-LARGE MISSILE IMPACT
VERTICAL SECTION
i- '9: STATE OF tlr`
9 FIN(WOOD) p�, >v� SERIES:8300 RA BY:
5!05/2007
PROPTHE INFORMATION CONTAINED IN�THI THIS IS THE ETARY AND SOLE PROPERTY/14/11 OF CUSTOM ,�,IS•C Q R 10 N C?``i`, ° L: CALE: ADE G.NO.:
WWINDOW SYSTEMS,RITTEN PERMISSION INC.
ANY
REPRODUCTION
OM OW SIN PART
,ORAINC.SS WHOLE
PROHI (WITHOUT THE 05." ONA\-G�\�` PVC FIXED LITE EV.LETTER: NTS HEET: CWS-159
gIS 9OF9
t
MIAMI•DADE MIANII RADE COUNTY,FLORIDA
PRODUCT CONTROL SECTION
DEPARTi11ENT Of REGULATORY AND ECONOi1•IIC RESOURCES(RER) 11805 SN 26 Street,Room 208
BOARD AND CODE ADARMSTRATION DIVISION T(786)315-2590 F(786)315-2599
PTANCE NOA wrviv.n,iamidade.Qov/economy
6WSCOPE. !
This NOA is being issued tinder the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
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 perforin 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.
RER 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 F r'
' ••i t e
D +SC I N: Clipped Extruded Aluminum Tube Mullion w/a filter Steel Reinforcement
PROVAL DOCUMENT: Drawing No. LAW-MIL-1001,titI i~ 'inum Tu e u lions S eets 01
through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, `d by manufacturer, signed and
sealed by Thomas J. Sotos,P. E., bearing the Miami-Dade County'Pr ct C parol Section Revision stamp
with the Notice of Acceptance number and Expiration date by the a�e County Product Control
SS c YMPACT RT are nc Sr ral iss'le m ae R si tat
LABELING: Each unit shall bear a permanent Iabel with the manufacturer nam or logo, city, state,
series, and following statement: "Miami-Dade County Product Control A_pprov ", u s otherwise noted
herein.
RMNEWAL of this NOA shall be considered after a renewal application has been 1,led a here has been
no change in the applicable building code negatively affecting the performance of this, rodul .
TERMINATION of this NOA will occur after the expiration date or if there has been�a revi or change
in the materials, use, and/or manufacture of the product or process.Misuse of this NOA asrsement
of any product, for sales, advertising or any other purposes shall automatically terminate ti 's 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 No. 12-0127.07 and consists of this page 1 and evidence pages E-1, R-2 and E-3,
as well as approval docurnent mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon,P.E.
NOA No. 14-0908.08
MlAMFDADECOUNTY /t FSCs°1
Expiration Date: May 30,2017
Approval Date: November 06,2014
Page 1
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. 'Manufacturer's die drawings and sections.
(Sttbmitted under previous NOA's No.'s 02-0501.05 and 95-12X2.09)
2. Drawing No. LAW—ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through
10 of 10, dated 04/27/10 with revision`B" dated 08/01/14, prepared by manufacturer,
signed and sealed by Thomas J. Sotos,P. E.
B. TESTS
1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane
Engineering&Testing,Inc.,Test Report No.HETI-02—T071, dated 09/16/02,tested
per ASTM E8, signed and sealed by Rafael E.Droz—Seda,P. E.
(Submitted under previous NOA No. 02-0501.05)
2. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
along with marked—up drawings and installation diagram of 120" span aluminum tube
mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane
Engineering& Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed
and sealed by Rafael E. Droz—Seda,P. E.
(Submitted under previous NOA No. 02-0501.05)
3. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked—up drawings and installation diagram of 120—inch span aluminum
tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane
Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed
and sealed by Rafael E. Droz—Seda,P. E.
(Submitted under previous NOA No. 02-0501.05)
4. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked—up drawings and installation diagram of an aluminum sliding
glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-02-1718, dated 8/27/02,signed and sealed by Rafael E.Droz—Seda, P. E.
(Submitted under previous NOA No. 02-0501.05)
5. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
along with marked—tip drawings and installation diagram of an aluminum sliding
glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz—Seda,P. E.
(Submitted untler previous NOA No. 02-0501.05)
Jaime D.Gascon,P.E.
Product Control Section Supervisor
NOA No. 14-0908.08
Expiration Date: May 30,2017
Approval Date: November 06,2014
);-1
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(CONTLNUFD)
6. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
along with marked—up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-1376,
dated 01/31/96,signed and sealed by Gilbert Diamond, P. E.
(Submitted under previous NDA No. 95-1212.09)
7. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC, TAS 202--94
along with marked—up drawings and installation diagram of two aluminum horizontal
sliding windows mulled at top with a 90—inch span mullion and a 45--inch high fixed
window on top,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.
FTL-1383,dated 02/13/96, signed and sealed by Gilbert Diamond,P.E.
(Submitted under previous NOA No. 95-1212.09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed
and sealed by Thomas J. Sotos,P.E.
(Submitted under previous NOA No. 12-0127 07)
2. Glazing complies with ASTM E1300-04/09
D. .QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to and complying with FBC 5`"Edition (2014), issued
by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P. E.
2. Department of State Certification of LAWSON INDUSTRIES, INC, as a for profit
corporation, active and organized under the laws of the State of Florida, dated
04/11/14 and filed at the Secretary of State.
3. Statement letter of conformance to and complying with FBC-2010, issued by
manufacturer, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E.
(Submitted under previous NOA No. 12-0127.07)
4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12,
signed and sealed by Thomas J. Sotos,P.E.
(Submitted uncle!previous NOA No. 12-0127.07)
^ ti
Jaime D.Gascon,P.E,
Product Control Section Supervisor
NOA No.14-0908.08
Expiration Date: May 30,2017
Approval Date: November 06,2014
P--2
i
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS(CONTINUED)
5. Notification of Successor Engineer for manufacturer's NOA document per Section
61G15-27.001 of the Florida Administrative Code, notifying original engineer that
the successor engineer is assuming full professional and legal responsibility for all
engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18,
dated 05/20/10, signed and sealed by Thomas J. Sotos,P.E.
(Stibinitted under previous NOA No. 10-0610.02)
6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714,
HETI-02-1716, HETI-02-1717, HETI42-1718, dated 8/27/02 and
HETI-02 T071, dated 09/16/02, all issued by Hurricane Engineering &Testing,Inc.,
signed and sealed by Rafael E. Droz-Seda,R E.
(Sub»titted under previous NOA No. 02-0501.05)
7. Laboratory compliance letter for Test Reports No.'s FTI,-1376, dated 01/31/96, and
FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc.,
signed and sealed by Gilbert Diamond, P. E.
(Submitted tinder previous NDA No. 02-0501.05)
G. OTHERS
1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their
Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement-L.M.I.",
approved on 03/29/12 and expiring on 05/30/17.
Jaime D.Gascon,P.E.
Product Control Section Supervisor.
NOA No. 14-0908.08
Expiration Date: May 30,2017
Approval Date: November 06,2014
E-3
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT y W
AND CAN BE USED WITH ALL LAWSON'S MIAMI—DADE a
ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON—IMPACT PRODUCTS. o
0
GLAZING _ HORIZONTAL MULLION
PRODUCT RECTANGULAR ALUMINUM TUBE MULLIONS y
ANCHOR/CLIP HORIZONTAL MULLION 3 USING MULLION PROPERTIES ONLY n o
GLAZING y a� � � w
3 PRODUCT 3 0 0
C + N GENERAL NOTES: m o o 0
J!
3 N; 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3�` y z 4
3 REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDING
+'c.l HIGH VELOCITY HURRICANE ZONE (HVHZ). 'Z.,
VERTICAL VERTICAL II 2.ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE 'n w x x z o
MULLION MULLION 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD, WATER a ¢ `� o
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. ] I
z v II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON—IMPACT APPLICATIONS,
GLAZING GLAZING GLAZING o z = n INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. W 3
a I GLAZING 3
PRODUCT PRODUCT PRODUCT an PRODUCT 4.WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 5
LOADS TO THE STRUCTURE. E.,
5.ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. H
ANCHOR/CLI 3 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF p• (n p ,]j
WOOD ANCHORS ONLY.
W1 W2 W3 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, �••� `a„
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
MULLION SPAN MULLION SPAN THE REQUIREMENTS OF THE 2014 FLORIDA BLDG.CODE —SECTION 2003.8.4. (i
+ W2 + W3 MULLION & CLIP NOTES: A
WIDTH (W} _ W1 `
2 1�z a
1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET It
2 OF 10 FOR DETAILS AND NOTES.
ANCHOR/CLIP ANCHOR/CLIP • REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS o 8 o M
HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET N N
4 OF 10 FOR DETAILS AND NOTES. LL
^GLAZING ` REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS $
P 3 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS
PRODUCT 4
VERTICAL ````v 3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. 4
MULLION + a • REFER TO SHEET .10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS
a° a° N
GLAZINGGLAZING 0 2 N „ FFsa3
> > z z
PRODUCT PRODUCT mai GLAZING ,' GLAZING
PRODUCT PRODUCT c) 3 gQ
VERTICAL
ANCHOR/CLIP--jMULLION
JK
LANCHOR CLIP o
_ rlits�tt .
W1 W2 o KI UD tJ fd
W MULLION SPAN '' n er -'ro
PRODU 7RBVISBD
WIDTH (W) = wt + W2 _ nsc mplYingwiththal4urWa z `;r1
WIDTH (W) wt z w2 AccepinwN
2 Acct Hnncv K° /
TYPICAL MULLION ARRANGEMENTS y L�
riiiv°1j:°�;Product Cbn2tul C
A
1.690
L .I25 `1a
.062 1.500
a
.156 TYP. rTYPCAL
L
3.000 1.500 M y1.405 2 .125Oo4.000 4.000 .115 C23.000 3.062 3.000 A15 mO2 X 4 2.000 1.732 2462 3 4
4500 -d
STD. TUBE WINDOW FRAME 2.000 Z Z O z W
2X MULLION CLIP
i 1 N W= ti o
MULLION I I 11 1I 1L_E o O
6063-T6 .188 I lot hL000�1 .156�I l02 rL I•^1400d ,I56J_ 078
6400 I�L062� 1188 F-IA62--i 1.180 h0062
�'L' OPTIOTNAL .L. Lj
1 X 4 1X31 X 3 1 X 2 1 X 2CUSTOMMULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLIO6063-T6 6063-T6 6063-T6 6063-T6 6063-TG < F
Ixx: 2.070 in4 Ixx: 1.000 in! Ixx: 0.950 in4 Ixx: 0.370 in Ixx: 0.330 in! (b) cn
o � Sxx: 1.035 in3 Sxx: 0.667 in3 Sxx: 0.633 in3 Sxx: 0.370 in Sxx: 0.330 in3 H ,'� a
2000 ,J 1
(FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) '(FIN FRAME)pRomyclNGE FRAME) m,
c I STANDARD TUBULAR SHAPE'S :�wm1,Y111 tYill,8w Ir101}dD
:i TYP.WALL 0 125'ALL I Amp1 G ce c
I� ALLOY=6063-T6 1.000 Accepinncel!0 1
.750 .I r .125 L•xpir0 io D tom 2oA [q
'I TYPICAL �•- a
GLAZING PRODUCT 0.
.124 I^-1,000-y giami Ueda'ro6Ucl c [i U
I2S A
2.000--{ ;
�_ 0 I .125 Ay
2.000 .125 2,250 1.000
4.000 H
'I 6.000 3400 H
.125
2400
4,590 � o
JX MULLION CLIP 4400 $ul I c
2.000 3.000 4,000
6063-T6LL 9L �y
MULLIONS CONTAINING STD. TUBE
L L STD. TUBE MULLIOSTD. TUBE M
ULLIO
sos3M
NOTCH TYPICAL GLAZING PRODUCT6083-Ts 6063-T6N a r a a
opnoNu HORIZONTAL OR VERTICAL 2 X 6 2 X 4 Ixx: 2.070 in: Ixx: 0.950 int Ixx: 0.330 0 w
STD. TUBE MULLION STD. TUBE MULLION Sxx: 1.035 in3 Sxx: 0.633 in3 Sxx: 0.330 in ' v
a a SEE WINDOW OR DOOR APPROVAL FOR 6063-T66083-T6 e a
FASTENERS SIZES AND SPACING
o a Ixx: 8.280 in4 Ixx: 2.980 in u z z
Sxx: 2.760 in Sxx: 1.490 in3
I I
�'L.,-\ �.L. CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS ; (^
MULL "L.. INSTRUCTIONS: USING MULLION PROPERTIES ONLY
USE CHARTS AND GRAPHS As FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
L X 2 1.688'
STEP 1 DEAND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING.
1 X 3 2.688' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS.
NOTCH 1 X 4 3,688' STEP 2 USE APPROVED
GLAZING PRODUCTS MEERNG ABOVE LOAREQD C cj •+•>?'• - ;E,a",
T OPTIONAL 2 X 4 3.688' �A USE CONNECTION TO MULLION AS PER PRODUCT N�'�
APPROVAL
NOTES:
.125 MIN.
2 X 6 5.68 _d
8' STEP 4 SPECIFY WMIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET oc
2406T USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE.
1. ALL CLIPS AND ANGLES ARE TO FIT STEP
S S IN S 0 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2, MULLIONS MAY BE ORIENTED VERTICALLY OR �
SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. o
ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. w
1 6063-T6 INTO TUBE MULLIONS. SEE OPTIONAL STEP 6 ON SHEET 9•SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. A
~ `iU
TUBE MULLIONS TUBE trL-I NS TUBE MULLIONS
Width w MULLSPAN 1X2 1X3 1X4 2X4 2X6 Width(w)l MULLSPAN I 1X2 1X3 1X4 2X42X6 Width(w MULL'SPAN 1X2 1X3 1X4 2X4 2X6 y O
18 150.0 150.0 150.0 150.0 150.0 18 28.3 81.5 150.0 150.0 150.0 18 19.3 42.1 60.5 150.0 o z
24 150.0 150.0 150.0 150.0 150.0 24 21.2 61.1 133.2 150.0 150.0 24 - 31.5 45.4 126.2 0 o q
30 123.0 150.0 150.0 150.0 150.0 30 17.0 48.9 160.0 150.0 30 25.2 36.3 100.9 ro y z
36 102.5 150.0 150.0 150.0 150.0 36 �C( 16 - 40.7 127.8 150.0 36 21.0 30.3 84.1
42 87.9 150.0 150.0 150.0 150.0 34.9 76.1 109.5 150.0 42 18.0 25.9 72.1 N a o
48 38-ale" 76.9 150.0 150.0 150.0 150.0 48 4.114" 30.6 66.6 95.8 150.0 48 120" 15.8 22.7 63.1 0 2
54 68.3 137.6 150.0 150.0 150.0 54 27.2 69.2 85.2 150.0 54 - 20.2 56.1 3 M h
60 61.5 123.9 150.0 150.0 150.0 60 24.4 53.3 76.7 144.2 60 18.2 50.5 E
66 55.9 112.6 150.0 150.0 150.0 66 22.2 48.4 69.7 131.1 97�2
16.5 45.9 Z c o N
72 51.3 103.2 150.0 150.0 150.0 72 20.4 44.4 63.9 120.2 15.1 42.1 N _ A o
78 47.3 95.3 150.0 150.0 150.0 78 18.8 41.0 59.0 110.9 38.8 w n iz o
18 89.3 150.0 150.0 150.0 1 150.0 18 56.3 122.6 150.0 150.0 18 31.6 45.5 126.4
24 -F7 0 150.0 150.0 150.0 150.0 24 42.2 92.0 132.4 150.0 24 23.7 34.1 94.8 y r
30 53.6 142.3 150.0 150.0 150.0 1 30 33.8 73.6 105.9 150.0 30 19.0 27.3 75.8 1pwq a
36 44.6 118.6 150.0 150.0 150.0 36 28.1 61.3 88.3 1 150.0 36 15.8 22.7 63.2 ]
42 38.3 101.7 150.0 150.0 150.0 42 24.1 52.6 75.7 150.0 42 - 19.5 54.2 {�� m
48 50518" 33.5 69.0 145.4 150.0 150.0 48 84" 21.1 46.0 66.2 140.8 48 132" 17.1 47.4 1� U �f: Q
54 29.8 79.1 129.2 150.0 150.0 54 18.8 40.9 58.8 125.2 64 15.2 42.1 � z v�
60 26.8 71.2 116.3 150.0 150.0 60 16.9 36.8 63.0 1127 60 37.9 ®~ o
66 24A 64.7 1 105.7 150.0 150.0 66 15.3 33.4 48.1 1024 66 34.5 �
72 22.3 59.3 96.9 139.5 150.0 72 - 30.7 44.1 93.9 72 31.6 N
78 20.6 54.7 89.5 128.8 150.0 78 28.3 40.7 86.7 78 29.2 w c"cyyr w
18 62.6 1150.0 150.0 150.0 150.0 18 37.7 82.1 118.3 150.0 18 24.3 35.0 97.4 a a
24 46.9 135.1 150.0 150.0 150.0 24 28.3 61.6 88.7 150.0 24 18.3 26.3 73.0
30 37.5 108.1 150.0 150.0 150.0 30 22.6 49.3 71.0 150.0 30 - 21.0 58.4 N y
36 31.3 90.1 160.0 1500 150.0 36 18.8 41.1 59.1 143.8 36 17.5 48.7 o
42 26.8 77.2 131.1 150.0 150.0 42 16.2 35.2 50.7 123.2 42 15.0 41.7 A
48 7 57" 23.5 67.5 114.7 150.0 150.0 48 96" 30.8 44.3 107.8 48 144" _ 36.5
54 20.9 60.0 101.9 146.8 150.0 54 27.4 39.4 95.8 54 32.5 Z
60 18.8 54.0 91.7 132.1 150.0 60 24.6 35.5 86.3 60 29.2
66 17.1 49.1 83.4 120.1 150.0 66 22.4 32.3 78.4 66 26.6 1 ° ^
72 15.6 45.0 76.5 110.1 150.0 72 20.5 29.6 71.9 72 24.3
78 - 41.6 70.6 101.6 150.0 78 - 19.0 27.3 66.3 78 22.5 " S
18 46.3 133.4 150.0 150.0 150.0 18 - 26.5 57.7 83.1 150.0 18 - - - 31.0 88.1 � a
�33d
24 34.8 100.0 1 150.0 150.0 150.0 24 19.9 43.3 62.3 150.0 24 23.3 64.6 s r
30 �'� 27.8 80.0 150.0 150.0 150.0 30 15.9 34.6 49.8 136.3 30 18.6 51.7 "
36 23.2 66.7 125 2 150.0 150.0 36 28.8 41.5 113.6 36 15.5 43.1
42 k� 19.9 57.2 PZ.y 150.0 150.0 42 24.7 35.6 97.4 42 - 36.9
48 51 63" 17.4 50.0 93.9 135.1 150.0 48 108" 21.6 31.1 85.2 48 150 32.3 `a w
64 15A 44.5 83.4 120.1 150.0 64 19.2 Z7.7 75.7 54 28,7 u -"
> z z
60 40.0 75.1 108.1 150.0 60 17.3 24.9 68.1 60 25.8 z°
66 36.4 68.3 98.3 150.0 66 15.7 22.7 62.0 66 23.5 s .
72 33.3 62.6 90.1 150.0 72 - 20.8 56.8 72 21.5 < 00 E
78 30.8 57.8 83.2 150.0 78 19.2 52.4 78 19.9 +dILS
HORIZONTAL MULLION
%'c'LAZING TYPICAL MULLION ARRANGEMENTS T
VERTICAL PRODUCT n 3
MULLION ARCHES TO BE INSCRIBED ,
INSIDE RECTANGULAR SHAPE
Z
GLAZING GLAZING �¢ NOTE: `� T{�„ ,'•^'
PRODUCT Paooucr z)aMULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODU(:TR&VIS6D
N N us complying wiLL dw Florida _
3 VERTICALLY OR HORIZONTALLY. i3uild;ng Cudc °
GLAZING PRODUCT
INTERPOLATION BETWEEN WIDTHS ALLOWEDAmp,
Accopinnca l\o '�+ `-
PRODUCT PRODUCT � � Erpl n{{nom ���• ���-�=' '�^
Wl W2 WIDTH (W) = W1 + W2 �.......TJudc Product Comrol a 1I f,i,::;a:T l
MULLION SPAN I 2 A
L690
.12s ].Dao
!^
.062-� see � r�12 1.060 ].sog to ..
J�i
,668
,156 TYP. __ .125 062 ,125 ,125 o q z
�o
y
3.000
ow
4.000 3.625 . 1.732 m op m `i �
145 '
4,000 3"00 3.000 3.062
2 X 4 3.000
u1
STD. TUBE 3 44 v y
WINTYPDOW FRAME Z z Go CO
2X MULLION CLIP r �- [-1.000.� 00 M(L c
8083-T8 102 IL •156 I 102 ILa
2 X 6 ,188 106; L1.062�i 1 X 3 1.168 a O $
NOTCH L' 6.000 STD. TUBE 1 X 4
STD. TUBE MULLION 1 X 3
OPTIONAL 1 X 4 6063-T6
ULLIO STD. TUBE MULLION 1 X 3 CUSTOM MULLION
CUSTOM MULLION 6063-T6 117
so63-T6 CUSTOM MULLION
6063-T6
6063-T6
a 4 4 Ixx: 2.168 in Ixx: 2.218 in! U z0
Ixx: 4.709 in. Ixx: 4.709 in. Ixx: 2.168 in. 3
o I Sxx: 2.355 in Sxx: 2.355 ink Sxx: 1.445 in� Sxx: 1.445 in. Sxx: 1.479 ink Z �D s
U yy
(FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) ®F1 � `�M, FA 8
o STANDARD TUBULAR SHAPES 6!
.j TYP.WALL=.125'ALL 2.000 a O
ALLOY= 6063-T6 1.580--1 �/�r, P4 6 U
Ij t9 1 W
.750 .i TYPICAL N O vp1�
GLAZING PRO➢ACT
.180 2.000 U j .6
J-1 0 1.625 C
2Aoo Izs zzsoR
4.900 "IIS � a
I 6,000 812 S.M.S.
4,500 012'O.C. 4,000 •125 0
otl
a
1 X MULLION CLIP 3.000 4.990 3.625 o
6083-T6
MULLIONS CONTAINING d 4 4 0
NOTCH L• TYPICAL GLAZING PRODUCTS C4x5.4 o
OPTIONAL HORIZONTAL OR VERTICAL PRODUCTREVISED a
as muplyfog wide the Florida o
0 o SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 8u8dhlg Code m
FASTENERS SIZES AND SPACING Aca111mtca No
a STD. TUBE MULLION STD, TUBE MULLION L' I
6063-16 6063-T6 _ .y yy G X zy
a Ixx:19.648 in4 Ixx: 7.649 in ey z S
CLIP LENGTH I�;aJ nJal'roducicamrol EE E
Sxx: 6.549 in3 Sxx: 3.825 in� a �a
RECTANGULAR ALUMINUM TUBE MULLIONS
(\ MULL "L" INSTRUCTIONS: USING MULLION PROPERTIES ONLY
USE CHARTS AND GRAPHS AS FOLLOWS. tltlf if EtTSTIrth
1 X 2 1.688' STEP THESE MULLIONS ARE RATED FOR LARGE MISSILE
1 oELERMINE DestcN LOAD REQUIRED FOR PARTICULAR OPENING. IMPACT
1 X 3 2,688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ADM LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. 01
NOTCH I X 4 3.688' REQUIREMENTS. �'20�'° �� 4` •J•��+,�
OPTIONALmP7� .•3
2 X 4 3.688' STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL. NOTES.
.12s MIN. 2 X 6 5,688' STEP 4 SPECIFY MAwMOM SHIM spaclNc. 1. REFER TO THE GENERAL NOTES ON SHEET �ou
asoo USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. o I
I 1. ALL CLIPS AND ANGLES ARE TO FIT STEP S WITH .DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2MULLIONS MAY BE ORIENTED VERTICALLY OR
L SNUG INTO TUBE MULLIONS. IN STEP i ABOVE. o
2. WHERE ANGLES ARE NOT FIT SNUG HORIZONTALLY. a
ANGLE CLIP USING ANCHOR TYPES ON SHEEP 6 THRU 9 AND ANCHOR CHARTS
6063-T6 INTO TUBE MULLIONS. SEE OPTIONAL STEP 6 ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ]
I- 2.000--I ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED 1N STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. a
A
STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS
Width W. MULL SPAN 1X3 1 X 4 2X4 2 X 6 Width w MULL SPAN 1 X 3 1 X 4 1 2X4 2X6 Width w MULL SPAN 1 X 3 1 X 4 2X4 2X6 y ..
18 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 160.0 18 44.0 95.7 150.0 150.0 o z
24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.8 116.6 150.0 o q
30 150.0 150.0 150.0 150.0 30 111.6 150.0 150.0 150.0 30 26.4 57.4 93.2 150.0 O m rny
36 150.0 150.0 160.0 160.0 36 93.0 150.0 150.0 150.0 36 22.0 47.8 77.7 150.0 M. 0
w
42 150.0 150.0 150.0 150.0 42 79.7 160.0 150.0 150.0 42 18.9 41.0 66.6 150.0 N a 0 a
48 38.318" 160.0 150.0 150.0 150.0 48 74.114" 69.7 150.0 150.0 150.0 48 120 16.5 35.9 58.3 149.7 0&.. R PL
54 150.0 150.0 150.0 150.0 54 62.0 134.6 150.0 150.0 54 31.9 51.8 133.103 3 {
60 150.0 150.0 150.0 150.0 60 55.8 121.2 150.0 150.0 60 28.7 46.6 119.8
66 150.0 150.0 150.0 150.0 66 50.7 110.1 150.0 150.0 66 26.1 42.4 108.9 Z L�z q z
72 150.0 150.0 150.0 150.0 72 46.6 101.0 150.0 150.0 72 23.9 38.9 99.8 0 0 2 0 j
78 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150.0 78 22.1 35.9 92,1 iL w o
18 150.0 150.0 150.0 150.0 18 128.4 150.0 150.0 150.0 18 33.1 71.9 116.8 150.0
24 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150.0 ]
30 150.0 150.0 150.0 1 150.0 30 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 1 150.0 ` W z 3
36 150.0 150.0 150.0 150.0 36 64.2 139.5 150.0 1 150.0 36 16.5 35.9 58.4 150.0 F z
42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 - 30.8 50.0 128.5 r,
48 505/8" 150.0 150.0 150.0 150.0 48 84" 46.2 104.6 150.0 150.0 48 132" 27.0 43.8 1 112.5 U a
54 150.0 150.0 150.0 150.0 54 42.8 93.0 150.0 150.0 54 24.0 38.9 100.0 z
60 150.0 160.0 150.0 150.0 60 38.6 83.7 135.9 150.0 60 21.6 36.0 90.0 ®~ m z
66 147.7 150.0 150.0 150.0 66 35.0 76.1 123.6 150.0 66 19.6 31.8 61.8 W a #
72 135.3 150.0 150.0 150.0 72 32.1 69.7 113.3 150.0 72 18.0 29.2 75.0 g� o
78 124.9 150.0 150.0 150.0 78 29.6 64.4 104.6 150.0 78 16.6 26.9 69.2 l� W�
18 150.0 150.0 150.0 150.0 18 86.0 150.0 150.0 150.0 18 25.5 55.4 89.9 150.0 ~ a
24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 24 19.1 41.5 67.5 150.0 F
30 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 150.0 30 15.3 33.2 54.0 138.6 N w
36 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 36 - 27.7 45.0 115.5 a
42 150.0 150.0 150.0 160.0 42 36.9 60.1 130.1 150.0 42 23.7 38.5 99.0 0
46 57" 150.0 150.0 150.0 150.0 48 96" 32.3 70.1 113.8 150.0 48 144" 20.8 33.7 66.6 z
54 137.0 150.0 150.0 150.0 54 28.7 62.3 101.2 150.0 1 54 18.5 30.0 77.0 H
60 123.3 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0 60 16.6 27.0 69.3
66 112.1 150.0 150.0 150.0 66 23.5 51.0 82.8 150.0 66 15.1 24.5 63.0 M
72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 22.5 57.8 y
78 94.8 150.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 20.8 53.3 4 g 3
18 150.0 150.0 150.0 150.0 18 60.4 131.2 150.0 150.0 18 22.8 49.0 79.6 160.0 v @@@
S
24 150.0 150.0 160.0 150.0 24 45.3 98.4 150.0 150.0 24 16.9 36.7 59.7 150.0
30 150.0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 30 - 29.4 47.7 122.6 m ,;
36 150.0 150.0 150.0 150.0 36 30.2 65.6 106.6 150.0 36 24.5 39.8 102.2
42 130.5 150.0 150.0 150.0 42 25.9 56.2 91.4 150.0 42 21.0 34.1 67.6 m $ N
48 63 114.2 150.0 150.0 160.0 48 108" 22.7 49.2 79.9 150.0 48 150" 18.4 29.8 76.6 `e m FFFS333
54 101.5 150.0 150.0 150.0 54 20.1 1 43.7 71.1 150 U N.0 54 '16.3 26.5 68.1 > z z
60 91.3 150.0 150.0 150.0 60 18.1 39.4 64.0 150.0 60 23.9 61.3 z° 3
66 83.0 150.0 150.0 150.07166 16.5 35.8 58.1 147.0 66 21.7 55.7
72 76.1 142.4 150.0 150.0 72
15.1 32.8 53.3 134.8 72 19.9 51.1 a
78 70.2 131.4 150.0 150.0 78 30.3 49.2 124.4 78 18.4 47.2
HORIZONTAL MULUON ���L4111 N){�
_ TYPICAL MULLION ARRANGEMENTS ?,
��CLA2ING TI
� = •T���i�
PRODUCT
VERTICAL Q@�
MULLION ARCHES TO BE INSCRIBED
Z INSIDE RECTANGULAR SHAPE
OWING GLAZING �¢ NOTE:
PRODUCT PRODUCT a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED rnonplying VISED , k
In a�compiying wiUt tlla Florida _
N Building Coda _ -
cIAZING GLAZING 3 VERTICALLY OR HORIZONTALLY. ncropLmLwNo
PRODUCT PRoouci (INTERPOLATION BETWEEN WIDTHS ALLOWED) Gx r
KZ
at Q2Q O�
eg
�� W1 + W2 Miami U----- p'
y�r1 gr2 WIDTH (W) = otiamif)udc Pioducl Control
Ir MULLION SPAN �I 2 A
5/16-TAPCONS MIN. EDGE DIST.
1 1/4" MIN. 1_12-MIN.WOOD PENETRATION 5/16'TAPCONS 2-3/16" CONCRETE OR
/ I-1/2�MIN.WOOD PENETRATION
EDGE DIST, 2 PER CUP(1 ON EACH WING) 1 PER ANGLE 4" OLLOW BL CK
5INTO TAPCONS SONRY 5/16""PEl"I'S-o
TAPCONS
1-3/4'MIN,EMBED INTO MASONRY 1-3/4'MIN.FAIREo 4
3/4" 4 PER CLIP(2 ON EACH WING) 0MINIn Qom q o
m
,L_JI z x z x 1 6 2 7/16" ii ii Ii iI voi W x O o
• --------- j j 1x FLOATING CLIP I I I I ALUM ANGL� MIN. u 4 I I I I a !z o
\ 1 I WOOD BUCK 1 I u u ------------- WOOD BUCK IL 'I 1x FLOATING CLIP I I I I 2 U 2 X LE 'a I
11 I I ALUM ANGLE
I 1 I I I 1 \ I I I I I, u
1 I 1 I I I 5
E-�
3/4" MIN. 5/16-TAPCONS ANCHORS TYPE 'D' PINTO BLOCK) r� >I N 1
EDGE DIST. 1-1/2'MIN.WOOD PENETRATION ,y rA
1 PER ANLL ANCHORS TYPE 'G' (INTO CONCRETE) M
zr 4 ANCHORS THRU 1X BUCK w
ALL CLIPS AND ANGLES TO FIT SNUG R
N INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK (n o
1 1"X4" & 2'x4" MULL
I \z TAPCONS MAY BE HEX OR FLAT HEAD. a W
H v a
MIN. EDGE DIST. tzi
� o
I n 2-3/16" CONCRETE OR N
I 4' HOLLOW BLOCK 5/16'TAPCONS 5/16-TAPCONS
1 2 1-3/4-MIN.EMBED INTO MASONRY 1-3/4-MIN.EMBED INTO MASONRY
I I
1 it 2 X 2 X 1/8- 2 PER CUP(1 ON EACH WING) 1 PER ANGLE ` l
WOOD BUCK I I 11 ALUM ANGLE IBJ N y
I 1 ILL I \2 .•1 ."\Z 1.-. 1 ,,,111 �4€1
ALL CLIPS AND ANGLES TO FIT SNUG -- -•I •1 M - }•.• '� - Q
ALTERNATE INTO TUBE MULLIONS. -' o
ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD.
ANCHORS TYPE 'A'
2 ANCHORS INTO WOOD
uFr
BY (; 2 x 2 x 1/8- 3 a,
--------- WOOD BUCK I 1X FLOATING CUP I I I I ALUM ANGLE c -�aa c a
5/16'TAPCONS 5/16'TAPCONS cV I I I 1 LI L1 �d�y
1 1/4" MIN. 1-1/2'MIN.WOOD PENETRATION 1-1/2-MIN.WOOD PENETRATION \ I I 1 I 1 I r H
E E DIST. 4 PER CUP(2 ON EACH WING) 2 PER AN I I I I I I
I I _ a z z
ANCHORS TYPE 'C' (INTO BLOCK)
ANCHORS TYPE 'E' (,INTO CONCRETE)
2 ANCHORS THRU 1X BUCK 7L711111 FlI
INTO CONCRETE OR BLOCK �� t Fid
Wit lt 1 I oIIII2%2 X 1/B1 1 1£N ; p /_ FLOATING CUP - '1 1 1 1 1 ALUM ANGLE .+�2 BY IJ U 1 1 PRODUCT REVISED •'1 +? '"
\ WOOD BUCK I I I I 1 1 n:wmplying Willi the Florida
/�(� --
' ' , ' 1 I ------------
itUuildin4�3O�O8n.�B opo:... - w
ANCHORS TYPE B ____ �� �:
ALTERNATE Niaml�ade Product JControljJ•% '" •, C
4 ANCHORS INTO WOOD ANCHOR LOCATION Q
MIN. EDGE DIST. 5/16•TAPCONS MIN. EDGE DIST. e
2-3/16" CONCRETE OR 1-3/4'MIN.EMBED INTO MASONRY 2-3/16" CONCRETE OR r7 ••
4" HOLLOW BLO K 2 PER 3U'(4 PN EACH WING) 5/16"TAP S 4' OLLOW BL CK 5/16'TAPOONS 5/16'TAPCONS p w
/ 1-3/4'MIN.EMBED INTO NRI1-3/4"MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY O 4 [,]
MIN. 1 P ANGLE 3/4" 4 PER CLIP(2 ON EACH WNG) 2 PER ANGLE
IN Z
\Z I•"v�•�. Y. \Z II O
-'•....•..:'. `1.. -.•.-. M� -�, .•1'- '.I.•,' ,'•T�. I .:f.• -.1 1 M� '1 '1 I OOi 0.-� Q r
,••II:•II 'llv ll• �. ••II•,II `1•I, Z o z A z C
• II I II II I�wx 0 C "'
I I I I I I I I I I I f I I I !�,
a II II CONCR OR I I 11 X II 1l CONCRETE OR I I I I a0 d 7 d o
CRETE OR IL_JI CEME BLOCK I I 11 < IL-JI CEMENT BLOCK 1 I I _
--------- CEP..I BLOCK j' I I 'I�I ALUM 2ANGLEB• -- -------- f I! 11 ALUTA ANGLER .�'� " O
FL NG CUP i i 2 7/16 I F10ATING CLI I I I LI i14 z .4I'
I I I i I I I MIN. I I I I FCI*�71 O
I I I «<N El
3 MIN. �Z
'
MULL ',a` � � y
MULL W g
\Z Or tri 46
ANCHORS PE 'C' INTO BLOCK ANCHORS TYPE 'D' INTO BL K Wtl
t 1 ANCHORS TYPE 'F' INTO CONCRETE ANCHORS TYPE 'G' INTO CONCRE a pap
2 ANCHORS INTO CONCR OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK (i U o
1".4" & 2'x4" MULL (n U x
j--------- I ALTERNATE MULL F�
1 I ANCHOR LOCATION
IdULL
I 1 1 I z
I I I I
I
I J�.AT.GC CONCRETE ORCEMENT BLOCK 444 c o
'
- N
Y
" • I M� I I _ � •I.• � s W
5/16' ONS
1-3/4 N.EA D • • 1', - '-I` M I '� > I rl z x
0 ON
2 PER CUP
I ON EACH WING) - 5/16'TAPCOI I k a O
I I I /12 SMS 1-344PEAN.UP BED IN O MAS NG
I I I 2 PER ANGLE ( )
0 1 I I
1 •- r----II h `v
I I II II 11 4� ••� jf � !,,
t z
ALL CLIPS AND ANGLES
I I 11 t 1 a INTO TUBE MULLIONS.
TAPCONS MAY BE HEX 0 FLAT HEAD.
.'I �' •.1 •,1 _ PRODUCT RGVISGD yy
na wnlPlyingwiDl the Flolido ,.,{
IPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED IfuildingCodc 0Q
Z I •I Acapinnw No_ �Ov^/T �V•O� � ltir,`�, �:•...,
W�ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR o An /ZD1 r ``."�'-• ••
WAT -WHITE METHACRYLATE LACQUER.
5/16'TAPCONS 1-3/4'MIN.EMBED v11Y]11 3ndo Pmd6t1 COOIta� `d'�
INTO MASONRY- 1 PER ANGLE Fa
MIN. EDGE DIST. NCONCREI'E
2-3/16" CONCRETE OR 2R T°
HOLLOW BLO K 5/16-TAPCONS 3-3/4" 5/16'TAPCONS K
3—IN. / 1-3/4"MIN.EMBED INTO MASONRY Q E
1-3/4'MIN.EMBED INTO MASONRY MIN. o cn
MIN. 4 PER CUP(2 ON EACH WING) 4 PER CUP(2 ON EACH WING)
e \Z ajtoCLIPLE TH �a� a o
MULL "V'
34M h {
2 X 4 3.688' e)
Z>-
2
>
2 6 5.688' �z° q Z
N CI W= ?' C)� vC]I o
\ ' 1 BY m
2%6 MULL 16'TAPCONS N MOOD BUCK
!) -3/4'MIN.EMBED INTO MASONRY \ 2%6 MU 5/16'TAPCONS "7 + r4
t
------------------
1 4 PER CUP(2 ON EACH WING) 1-3/4'>.6N.EMBED INTO MASONRY W z
fff ________________ ___________1
1 1 3/4" 4 PER CUP(2 ON EACH PIING) a
I MIN. ------------------ ---------- 1 3/4"
1 1 I 1 MIN.
3 4" z F}5
a 1 2
/ ®�
� � W
O + 2x6 MULL _
zxs MULL CLIP LENGTH 2%6 MULL = w
H
uULL L„ �, WW p
.r r 2 X 4 3.688' C�----------- F U a
\z
2 X 6 5.688' �_z 5 Ezz�i
1 5 Q Q
`_ ------__ M
a
3-3/4" a b
MIN.
5 11/1s" ALL LIPS AND ANGLES TO FR SN ANCHORS TYPE 'E' (INTO BLOCK) ler N o qg3�
INTO UBE MULLIOI4s• ANCHORS TYPE 'H' (INTO CONCRETE) OD BUCK
NCHORS TYPE 'E' (INTO BLOCK) TAPCON Y BE HEX OR FLA HEAD.
4 ANCHORS THRU 1X BUCK w a o 0
H
ANCHORS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIREC TO MAS RY TO BE PROTECTED IMO CONCRETE BLOCK c
WITH ALKALI-RESISTANT COATINGS, SUCH BITUMINOUS PAINT OR 2"X6" MULL SHOWN s m
ANCHORS INTO CONCRETE or BLOCK ° >
2"X6" MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. z z
a
0 -lit
qz ¢
' ` TL1 i:t7 ii:lrA
y ]S N
:i
PRODUCTRUVISCD
ac cemllyiug x41'a tl,o F o11du
Acc•_pUince l•In_i (_J / O IY.+/'l � �,'
+ —)nt /202 � '•.�'
'uil Baja 1'codnct Control Q
A
MIN. EDGE DIST. 5/16-TAPCONS
2-3/16" CONCRETE OR 1-3/4-MIN,EMBED INTO MASONRY 3-3/4" CLIP LENGTH
4" HOLLOW BLO K 4 TOTAL(2 ON EACH WING) MIN.
MULL "V,
I X 2 1,688'
1X3 2.688' 03
4
I X 4 3.668'
W v .2 X 4 3.688, m 0 Ln Oa
2 X 6 5.6=88
2 —7/1
MIN. 1 ALL CLIPS AND ANGLES ARE TO FIT 0 Q
2x4 or 2x6 Mull I z z
2 X 2 X Y4' SNUG INTO TUBE MULLIONS.
Li ALUM ANG 2. WHERE ANGLES ARE NOT FIT SNUG
INTO TUBE MULLIONS, SEE OPTIONAL
ANCHOR METAIL AT SHEET 9 OF 10.
A
Z
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY 1 14 S.M.S.— 0
TO BE PROTECTED 2/CHANNEL TUBE MULUON[
WITH ALKALI—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER—WHITE METHACRYLATE LACQUER,
1>
H
MIN. EDGE DIST. ------- --------
2-3/16" CONCRETE OR
4 HOLLOW BLOCK
#12 F.H.S.M.S.2/SIDE
1/8-THICK ALUM CHANNEL H
LENGTH TO FIT SNUG
INTO MULUON TUBE MULLION
TUBES MAY BE NOTCHED
AS SHOWN TO ALLOW INSTALLATION
OF CLIP ANGLE
CAULK JOINT 914 FH SIAS
LOCATION OF SCREWS CONNECTING TER ASSEMBLY Fi
ANGLES TO TUBES WHERE ANGLES c1l
ARE NOT FIT SNUG INTO TUBE OLE 2 PER MIN.
pyMULLIONS. ACCESS H /2"D.C.CLIP
5/16-TAPCONS
1-3/4-EON.EMBE 4 SIAS
0 WTO MVONRY
4 PER ANGLE
2 PER ANGLE
------- ------
SEA S.
SIDE
CHANNEL
'T SNUG
PAULU.N
tzi
3AS
'P
2 X 2 X 1/8 THIS SCREW CAN BE
SCREW IN T.. 01
ALUM ANGLE INSTALLED 112 PER SIAS
DIRECTION 2 P R CLIP
I , IN. U 40
I'O.C.PAIN. I
------ . ... ... if
'Y TU
t 1-3/4 X 2'X 1/8-(FOR 23Y TUBE)
IY TU I
3/4:X 2-X 1/8-FOR(113Y TUBE)
ALUM ANGLE
SNUG
CUT TO FIT INSIDE TUBE
ANCHORS TYPE
METAL TO METAL CONNECTION
77 USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION T T PRODUCT11FVISED
.0 complying"'Ilb Ille Florida 's:
tiuitAingCadt o - T'—
ALL CLIPS AND ANGLES TO FIT SNUG
MIN. INTO TUBE MULLIONS.
TAPCONS MAY BE HEX OR
OPTIONAL ANCHOR DETAIL
1 3/4 FLAT HEAD.
MIN.
ANCHORS INTO CONCRETE OR CEMENT BLOCK
c VJJ\yyJpp(��Umm'm (,� (.f(�f AA y yy yy 44 mm yy>> tf�ppW mm p .
8 (T m A r 8 j 8 m Es m O a � OV O g (,j A m�.1 In W fVlt m(n N 8 >
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A
VERTICALMULLION _ _ _ _ _ _ _ ___ __ __ __
SPAN $ $g 3Yobx$f58 $8� 3ffi' $$Kx"b"S $jt.no'�'�S'45 $'$ f5$$ 45o $$$ Sf58S$ f58' PMF
D wwk1999$99$ a9m' $'$ $b$ bgg, g1§1d$ S"d §Sgg $ $ $'Y'$ gggg$ b^S' FI^
m
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N N N N N
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3 O I > 01 o
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y
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PROFESSIONAL.ENGIIiEER w A a m+ w a a W a w a A v,FL.: q:55225 `L'11: m: 98a W,y $'N&' mW mEn"$�$� NYn'`6' n'ov v8 ? $Iham Nm +B'$ J8 ��_
.c5*., F�a4(an Naos A'-No chnn a thl sheet /� ON 1/�II ®R VPI8501 N.W. 90 ST.
W-Revised dote far the FEC-emaMEDLEY, FLORIDA 33166
ND TRIES. PH No. (305) 696-8660
„•;-;.'�F+ MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS
ALUMINUM TUBE MULLIONS
�dDr. CLIP/ANCHORS DESIGN PRESSURE CHARTS AND GENERAL NOTES
OB 01 14
D.wtan t.a.c N.ERAZO scram Womac DUB•x..N..: I n—wv m.ae.r. LAW-�-1001 !0 OF 10 s�f: