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Product Aoorovai Menu>Product or Aopllcatlon Search>Appii t r4.USYwi�Ci� t ®(� 2 O�qFLFL5823 ®� cie County I
, r errnittin
Application Type Revisio 9
Code Version 2020
Application Status Approved
Comments public comment;Remove proprietary note and does not comply w/
2411.1.11.09/17/20
Archived _.
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature Jay Lathrop
jlathrop@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(3S2)368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory 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 the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2028
Validated By Steven M.Urich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL5823 R9 CDI EvalReport155E pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440 2008
ASTM E1886-13a 2013
ASTM E1996-17 2017
PA/TAS 201/202/203 1994
Equivalence of Product Standards
P 1
Certified By Florida Licensed Professional Engineer or Architect
FL5823 R9 Equiv 8100 LM Equiyalency_pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/08/2020
Date Validated 08/09/2020
Date Pending FBC Approval 08/19/2020
Date Approved 10/13/2020
ary of Products
FL# Model,Number or Name Description
58Z3.1 8100 Vinyl Single Hung y 8100 Vinyl Single Hung (Impact)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R9 II CWS-155E.pdf
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 and FL5823 R9 AE EvalReport155E.pdf
OR Outer lite in I.G.must be safety glazed when used above Created by Independent Third Patty:Yes
30 ft.in HVHZ.Glass complies to ASTM E1300.
5823.2 SH-8100 Cont.Hd.&Sill SH-8100 Cont.Hd.&Sill (double Single Hung),Impact,74
118"x 63".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R9 II CWS-440D,pdf
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:Max.unit size 72-7/8"x 61-3/4".Outer lite in I.G. FL5823 R9 AE Eva IReport440D.pdf
must be safety glazed when used above 30 ft. in HVHZ.Glass Created by Independent Third Party:Yes
complies to ASTM E1300.
5823.3 SH-81)0 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 R9 II CWS-491D.pdf
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 FL5823 R9 AE EvalReport491D.pdf
72".Outer lite in I.G.must be safety glazed when used above Created by Independent Third Party:Yes
30 ft.in HVHZ.Glass complies to ASTM E1300.
5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w.HD FMR,5 HI
sash.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R9 II CWS-295F.pdf
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
Lu
Other:Large Missile,52"x 96"w/5 HI sash, +/-70 psf. FL5823 R9 AE EvalReport295F.pdLANGE ONLY.Outer lite in I.G.must be safety glazed when Created by Independent Third Party:Yes
sed above 30 ft.in HVHZ.Glass complies to ASTM E1300.
• �.sk t���b
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The state of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility statement::Refund statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mall.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 emalls
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine If you are a licensee under chapter 455,F S.,please click here.
Product Approval Accepts:
GENERAL NOTES
SINGLE HUNG-LARGE MISSILE IMPACT &YSTEMS
1.THE PRODUCT SHOWN HEREIN 6 DESIGNED AND MANUFACTURED
(SHOWN w/DIFFEREPIT OPTIONS) TO COMPLY WITH THEE HEIHA BUILDING CODE(ABC),CURRENT 1900 SW 44TH AVE.
EDITION INCLUDING THE HIGH VELOCITY EL D IMPACT
A CT USE(HVFQ)AND
IS RATED FOR WIND ZONE 4 MISSd�LEVEL D IMPACT USE AS DEFIED OCALAWWW.WS'CCFLORIDA 3/474
IN ASTM E 11186 PER THE FBC. W W W.GWSCC
54 31W 2,GLAZING OPTIONS:(SEE SHEET 2)
OVERALL FUW o GEWn, 8100 PVC
371b• 3,CONFIGURATIONS:
531W MAX.UNIT W®TH OVERALL FLANGE WIDTH SINGLE HUNG
I 4_ PRESSURE : IMPACT
AFIS)+-- GLASS�1S.- il` -NEGATIVE DESIGN LOADS LOA0.S BASED ON,TESTED PRESSURc AND
� IlAX lxvsTWaTnT—� yD5176(E DESIGN LOADS BASED ON,iE$fID PRESSIICaE,\tiRTFz2
INFILTRATION TEST PRESSURE AND GLASS TABLES Q w p m O 77 1� 1 C ASS ASTM E-i300-0de01J09. w p Z _Z p
F
MAX am3 pc3m
OVERALL - A 5.ANCHORAGE THE 331I3%STRESS INCREASE HAS NOT BEEN USED r w
FLANGE � __ _ IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z x�<tr w O
DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O
HEIGHT O -- ANCHOR CALCULATIONS. Z 331S1G 631W' -r pt77 --�p—
DLLS �'L'L I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.THE IMPACT SWEEP w-F 0 Z z
7f' 1 FLANGE LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL 3 O
�� I B O B 2L OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO y j 3 O
HEIGHT 62- D o S HURRICANE WINDS AND FLYING DEBRIS, Ow m op 1
mw
MAX
I 1 HEtGhT I USED AT FI0=0/LEETINGFULLY RAIL A�L SMALL JOINT SEAM SEALANTa �H4
` T I B.SERIES]MODEL DESIGNATION SHA100.
SGLA5$cg
5 3Rsdo^ - - 9.THE DESIGNATION XAND O STANE FOLLOWING:HEIGHT „ H X=OPERABLE SASH,O-FIXED SASH ``J A(11IJ`HEIGHT GLASS 10,SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR `� yw8"o0 i
4 i I a O LOCATION, No.58201 *'
C Ll I I
11,EXTERNAL WEEP SLOT=1W X 14M LOCATED 4`FROM BOTH ENDS. =;w W
—Im
f j 12.SWEEP LOCY.S INSTALLED ON WINDOWS OVER 31rx ST. �� .�4
C ,
E E J r LL
A I
F^GLASS o GXsmo�� -•.,r��1�+i;:1
4311/15' 31611
MAX SASH WIDTH MAX SASH WIDTH
14.57:17yy 8IDS2a20
-05,00 LUCAS A TURNER,PF.
FL PE#58201
24280Id Naiche Tm TH
Camden,TN 38320
PH.941380-1574
�T <
DESIGN PRESSURE GENERAL NOTES AND
LOCATION MAX.UNIT SIZE RATING IMPACT RATING ELEVATIONS
TABLE OF CONTENTS -
GENERAL NOTES&ELEVATIO.NS�A NON-HVHZ 53-118"x 76" +/-65 PSF
ADE ol;/lotos
GLAZING DETAILS.-..,_�____.2 HVHZ +/_67.5 PSF GP
SECTION VIEWS&ALT.FRAME--3 LARGE MISSILE IMPACT
EXTRUSIONS&B.O,M-
ANCHOR so 0 ores__� HV� 36°x 62° +67.5/-75 PSF 'HEFT
INSTALLATION i:i 1 OF 6
7Pd'OVERALL INSULATED GLASS Tle OVERALL INSULATED GLASS `yDiY
Le'ANNEALED lie ANNEALED 19 f 190 SW 44TH AVE.
ZAIRS PACE ItIC AIRSPACE OCALA,FLORIDA 34474
LAM1IINATED GLASS SHC LAMINATED GLASS W W W.CWSCC
1/9'ANNEALED W ANNEALED 8100 PVC
DUANE7t H,a .OW PVB INTERAAYER 6Y DUPONT QUANEXDURASEALm. .OSo'PVB INTERLAYER I3Y DUPONT
CARDINN-XL EDGE«. CARDNALM.EDGE o, SINGLE HUNG
KNID6PACE4SGTPS 1WANNEALED KODLSPACE4SGTPS ue'ANNEALED IMPACT
US'SPAcm LG.SPACER
✓ice PLgV-YTGLAZE W OR SR:AR.EXSW to PLLRFE rGLA2ETH'ORsYAEuSxs57 <WO
O_q Q OW
ICI GLASS BITE N Z O E m
OfpUQSF�
1R'GLASS BITE pOa Zdfma
OZUp L,ot,
4 11�I 3a.,X0
L J�
Sao tz0��
NDN�
tL
GLASS TYPE A GLASS TYPE A
FDED LITE SASH LITE
A.
We OVERALL INSULATED GLASS OVERALL WSULATED GLASS �� ,W lat,
1lW TEMPERED t✓8'TEMPERED 9 ND.58201 K
7116'AIRSPACE 7li S'AIRSPACE
SHG LA171NATEDGLASS SAWLAMINATED GLASS �' SMYE OF
VW Ah%E,LL® trY d6`LV'EAt.@ oir yi;:}�'
.Q9T RIB IA'IHiLAYER BYDUPONT OUANEXDURASEAL-. .o9AT PVB INTERLA.YER BY DUPONT 'if
U
CARDINALANEX IEDG Lc,, CARDINAL XL EDGE m,
��E GIPS lw ANNEALED KODISPAC.E4SGTP5 i 11✓r ANNEALED
L.G.SPACER I.G.SPACFR
87052020
i PURFECT GLAZE RP OR SIKAR.EX552 18 PURFELT GIA2E'H'OR SW.AFLEX 552
LUCAS PE IN 58201TURNER
PF.
1!I GLASS BITE 2426 Old Natdl Tm TA
TN 38320
GLASS BITE PH.941a130-1574
o-_ GLAZING DETAILS
PRAWN BY'
ll ( ,_,ttil ADE U6/10f08
—La ,IL`I-7fr WD @'
GLASS TYPE B CWS-155 E
GLASS TYPE 8 SASH UTE S.ALE, SHEET
FDMD LITE r SETTING BLOCKS PER FBC 2 11.3-31 1;1 2 pF 6
Y �
INTERIOR 9.+'�"`v'uu�'p/y-7j
7NNDOW 5737'FMS R,�I
a �21 ,9 1�) 9 11 21 15 1846SW44THAVE.
OCALA,FLORIOA 34474
W W W.CWSCC
" 8100 PVC
SINGLE HUNG
OJT IMPACT
�2 21 Ho <FW.00
`ate i2 B 26 z �~?'—
th1 QN3}OC�fO
SECTION VIEW B-B zx�Gew oO d
OFp U¢axr¢
UW� ftl
NOTE:LEFT SIDE SHOWS FOLD SECTION VIEW, z 0]Z 3 5 v m
RIGHT SIDE SHOWS SASH SECTION VIEW. g z U z
�—LL�p OLL
36 Q30W�F Z
0—
12 51
?=2 ¢ w[A
� WFC7 ax��
C4r— ------C7) INTERIOR
+a
1B �
Z N0.58201 �-
'.� STATE OF
i_1L
amsQm
LUCAS A.TURNER,P.E.
46 16 FL PE#58201
2428 Old Natchez TmTrl
2 Camden,TN 39320
PH.941-M4574
> 1ra7
SECTION VIEW GC
SECTION VIEW A-A SECTION VIEWS
ALTERNATE FIN FRAME SWEEP LOCK REQUIRED
NO SWEEP LOCKS ALLOWED FOR SIZES OVER 38`z'o2'. w r-
FOR UNITS 36'x 62'AND UNDER.
ADE O6H0l08
r'1c r lxev_
ITEMS NOT SHOWN FOR CLARITY: CWS-155 E
22,27-28,33-37,43d.5 SHEET
12 30F6
1"
FR
AME �l CS'III/
CON5TR7LSlCTI{751
,snc 2 w,s•—y mtanpw srsrENs
4 H-Z721 Ahvn.Feed M.L Rol ALUMNUM 2 �,_��� OCALA FLORIDA 34474
,+,� Ll WWW.CWS.CC
5 S-M8 Fxed Rao Cm PVC
6 H.6224 Sash Tcp Ral PVC 23la• 15/d t/iC Ins•
7 H-2124 ReinfarcemenlforSTR ALUMINUM tftE' Ij 8100 PVC
e H-6223 Sash Bottom Rad PVC O CORNERWF.LD
(ALLSI0ES) SINGLE HUNG
9 H-2123 Reinfotoemerdfm SBR ALUMINUM PVCFRAME PVC SASH PULL PVC SASH MTG
10 Hffi25 SashSdeRai PVC FLANGE PVC
tL�4 », a p � IMPACT
I :,- 4w��ort;m
15 P4M3 Baas!Faster STEEL ��1
17 Block 8 Tackie Balance STEEL �J I 1 "I lu O.O
18 Pudect GYaze'M m Sikaflex 552 SILICONE FACED MEETING RAIL O m
2��-zF �N
19 Sash SEE SHEET 2 GLASS ins' ,0F I 4 SCREWOOLRE 6EET ER WITH o z O�7-
2 p p O
0 Fixed SEE SHEET 2 GLASS 3 W16. t ,ne• 2118• 1:8 < p w F D z
21 P3429 Wstp.,Q270 x 0.187 back FinSeal NYLON O o
22 P4838#8 x 2-1t2 PH Mod,Truss,Type A.TEK STEEL LL N m O 1 ka w
PVCFRAME MTGRAIL mF0 a
FINiFLANGE RAOJSTfLE H-2121 = w 3- w kn
H�231 H-Su5 t- a ¢ o_
31S "-*A-�5.ryac3,i:cc�el' S7i=EL
31 P-7264 In x 3A FH PH wX5 Head,TEK,Wht STEEL I
32 P-3218 JScree ALUMINUM 1511E
33 P.3321 Skeen ComaK PLASTIC
34 P.9228 Sct�n Spline RUBBER }_._ -
35 P,ml Staeen Cloth VINYL7N�6—• 7(4• ±�{ �Z `
36 P-3033 Screen Spring STEEL }_ I 111E 13!IW-" Vis Sd1TEOF
PVCSASLI STEP-a0v PVC SCREEN PVC MTG RAlt_ PVC SCREEN .Ps_ '" ''CAT
5-6226 COVER SUPPORT
227 24 9S14FtS'`c
44 P-3295 Take✓1w alp STEEL 5!8• 810512020
45 P3342 Seam Sealer SILICONE
PLASTIC
S � 7 }� �LUCASA TURNER,PE,
47 PSSBB Hde PiHe PLAS7� 5?16' „ 1517E ins FL PE#58201
47 H-6231 Frame Head,FIN,Single Hung PVC } }_
48 P4959 Wstp:,0.420x0-1876adk NYLON REINF_ Ins PVC GLAZING 2428 Old NatdtezTm Td
S-2129 REINF. BEAD Camden,TN 38320
H-2123 REINF.RAL S-6237 PH_941,380-1574
H-2124 —a Tw s
BOM AND EXTRUSIONS
e .N6Y
ADE 06110/08
GWG@ REY:
CWS-155 E
SHEET
NOTE ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERmSE NOTED.
1:2 40F6
ifi16 MAXoa RYP.)-t�-yy WINDOW SYMMS
6•TaAX{iW-) 41 (1P.) [T8•MAX O.C. 1800SW44THAVE.
6'MAX({YP.1 4- (TYR) OCALA,FLORIDA 34474
4-MAX.(TYP.) 8'MAX.OX,(tYP.) WWW.CWS,CC
ANCHOR AT MIDSPAN(TYP.) 4-MAX(TYP.)
6'MAX(RP,)
6•MAXkT1PJ 8100 PVC
SINGLE HUNG
14'
p n/A ).C. p -- -- - -- IMPACT
—
UAXO C
(T*P)
1013H6' 0 O.C. 0 3 <.Z�
r MAX D.G ') Wes Qkzs
Lrw� (TYP.)
�y arn��oa3m
4'LTYP.)
D UUIOUal=-ya
4'(n'P)�-- X X 4-aw)f Z;-�izF�
z�o.m
z o
X X o_
OLL
4 4 �gLLOW�tzz
~ 0��yOWNW
2T! ¢ONm t
W T-O d�Wm
ANCHOR LAYOUT- AGE) ANCHORLAYOUT-(FIN ANCHORAUT-IFLANGE) ANCHOR LAYOUT-(FIN a w
VR36":62°SIZESOVER3S' a
SIZES 36'.6T AND UNDER 1
\ wf4 i
No.58201
� OF
NOTES: ���
1.INSTALL ONE ANCHOR AT EACH MISTALLATEON LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2 SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SMS.MAX.ALLOWABLE SHIM STACK TO BE Ile.USE SHIMS WHERE SPACE GREATER THAN 1/16-IS PRESENT,LOAD BEARNG SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER_WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1.SHEET 6. 070512020
4,ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING,DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION.
FL PE#58201
2428 Old Natchez T.Trl
S INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM Camden,TN 38320
SPECIFIED IN TABLE 1,SHEET 6. PH.941_38D-1574
a ANCHOR EMBEDMENTTO SUBSTRATE SHINY BE BEYONDWALL DRESSING ORSTUCIM FORCONCRETEA'Y3U OPENINGS,EUREDAtENT SHALL BE BEYOND WOOD BUCKS,IFUSED,INTOSUBSTRATE. , Tti .rti
INSTALLATIONS TO SOLID CO IR CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REOUE I WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REOU(RE THE USE OF IX SUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3-FOR MASONRY,1-FOR WOOD AND METAL. roua.N s: DATE'
8.WOOD OR MASONRY OPENNGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 05/10/08
SUBSTRATES SHALL MET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET&CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DwD a Rev:
CWS-155 E
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SU.TE:
FMAIAAMAIOO(FINWINDOWSLFTAAIAAMA200(FLANGEVVINDOWS�FMNWDMA250(BOXWINDOWS),FMAfAAfVAVDMA3M1(EXTERIOR DOORS) 1- -SHEET
SOFT
MIN.EABLE 1AENT tY1XfaY�(Yl1UUUa1 VLVd
TYPICAL HEAD ANCHORAGE SEETABLE SUBSTRATE (/(�)W'`�fj
BY OTHERS WINDQW SYSTEMS
AON EDGE DIST. Ife MAX SHIM SEETABLEI MIMEDGEDIST. SUBSTRATE
SEE TABLE 1 SEETABLE1 BY OTHERS1800 SW 44TH AVE.
- 114.
MAXSHN7 SEE TAB 1 WWCW Cc 34474
SUBSTRATE BY OTHERS
SEE TABLE 1 NIN EDGE DIST.
MIN.EMBEDMENT SEE TABLE I
PERIMETER SEALANT SEE TABLE 1 510O PVC
By NSTAllER INSTALLATION ANCHOR
INSIDE AND OUT SEETABLEI SINGLE HUNG
PAN,ENOEOMEN7
AiLER 1tr MaXSFi SEETAEU IMPACT
L SEALANr W-UpQ U11PERIMETER SEALANT BY INSTALLER ZOZ N-1-
BYINSTALLER LPERIMETER
ONSIDE AND OUT 4 rn O C 3 m
INSIDE AND OUT NSTALLATON ANCHOR Z W. Q¢W p O
�SEALNTBEMND SEETABLEI
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT REMIND Z m v~J Z~
SEE TABLE 1 FIN BYNSTALLER
/�
1iORQONTAL SECTION , y,—HORIZONTAL SECTION F-—O w p=O-Z
v TYPICAL FIN ANCHORAGE a 3 U W r H
6 TYPICAL ANCHORAGE
HEAD AND SILL SIMILAR FOR RN INSTALLATION le >.U ui
���NoWNW
�WBt G'..
zSQ ¢O�rn
ml It ¢3wN
a
SEAI.ANTBE74ND �114'MAX SHIM
FLANGE BY INSTALLER
MIN
PERIMETER SEALANT—
BYINSTALLER .EABE
INSIDE AND CUT SEE I �� `IfY1l1B�
No.582O1IZE
1
SUBSTRATE BY OTHERS
SEE TABLE 1 'STATE OF WIN.EDGE DIST. -A
6 7YPICM Sft1 ANCHORAGE sV.fi{;:111t{l\
8IM=
TABLE I:APPROVED INSTALLATION FASTENERS
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUGAS A.TURNER,PF.
FL PE#58201
FLANGE CONCRETE(2.0 KSI NIIN,) 311E fTW TAPCON 1-112• 7-718' PERIMETER SEALANT' 242E Old Natch=Trn Trl
FLANGE HOLLOW OR('ROUTFLLED GMU(177 PCF PAN.) 317E IIW 7APCON 1' 2° BY INSTALLER Camden,TN 38320
FLANGE CONCRETE P45 KSI MINI) 311E ELCO LLTRAf�N t• Y INSIDE AND OUT
t"G\HDR¢H1.NraLSEcrHDN PH.941a80-1574
FLANGE GRCYUTfELM MU(ASM 003) 3f1E ELCO ULTRACON 1414' 2-112 b BDXFRAME NSTALLA7pN r lzrx
FLANGE 2XMN.SOUiHERN PINE(G=O.S'7r 311EIIWTAPCON 1-v8• 718. HEADANDS91SI!LARFORBOXNSTALlATIOH INSTALLATION
DETA(LS
OR ELCO ULTRACON
FLANGE 2X MN.SOUTHERN PINE(G=0.55) #tO WOOD SCREW 13+E 71W FLANGE REMOVAL NOTE PARTIALLY OR FULLY REMOVING THE FLANGE, ly ar m:
GAUGE(0.060•)MN.STEEL.STUD 10-16 ML71 KWIK-F EXOR TIW FULL THREAD 711E UPTO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE 1
6 �� 06/tONB
(33 KSI Y ID MN) TENS SELF-0RILLRNG SCREW 7HRU D.O60' -MIN.114`FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIEDG Y _
FLANGE 11E ALUM.W63-15 MN.)OR #10 GRADE 5 SELF TAPPING f FULL THREAD 7HE INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CW 5-155 E
UE STEEL p3 KSIMN.) DRILLING SCREW THRU 0.125 -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS _
FN 2XMN.SOUTHERN PINE(6=0.55) #t8 WOOD SCREW 14rr THE SHOWN FOR FLANGE WINDOWS. SHEET
12 6OFB