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Product Approval
,o- - USER:Public User
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Pc.:uct 101ravai Menu>Prrdug;r-k^nlita�'r r$,,,,.yae nth>Aoaiicari ^t,ist>Application Detail
k # 92 R8
I plication Type Re17"
de Version 17
plication Status Ap rov,:)
mments
I
chived
i 0 uct Manufacturor Custom Window Systems Inc.
ddress/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 291
jiathrop@cws.cc
uthorized Signature Kevin Pine
kpine@cws.cc
echnical Representative Jay Lathrop
ddress/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
uality Assurance Representative Arturo Monteverde
ddress/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
I category CHorizontal
ndows
if ubcategory Slider
ompiiance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
...j Evaluation Report-Hardcopy Received
lorida Engineer or Architect Name who developed Lucas A.Turner
he Evaluation Report
lorida License PE-58201
uality Assurance Entity Keystone Certifications,Inc.
uality Assurance Contract Expiration Date 07/21/2020
alidated By Steven M.Urich,PE
i�) Validation Checklist-Hardcopy Received
Certificate of Independence Ft,4092 R!) COI EvaiRgDor23c.p�c
Referenced Standard and Year(of Standard) standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
PA TAS 202 1994
Equivalence of Product Standards
Certified By
Sections from the Code
i
oduct Approval Method Method 1 Option D
3te Submitted 09/27/2017
D to Validated 09/29/2017
to Pending FBC Approval 10/03/2017
0 ate Approved 12/12/2017
1
S Limmary of Products
:L# Model,Number or Name Description
�092.1 HS-8200 8200 Vinyl Flange and Fin Horizontal Sliding Window
.imits of Use Installation Instructions
Approved for use in HVHZ:No FL4Q92 R8 11 CWS-340E.Q-d
Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
:Other:HS-8200,54 x 62,2 lite,DP 45 PSF; HS-8200, 125 FL4092 R8 AE EvalRel2orl,340E.pdf
5/8 x 62,3 lite,DP 30 PSF.Glass complies with ASTM E1300- Created by Independent Third Party:Yes
4.
t092:2 HS-8200 HS-8200 Vinyl Flange/Fin Horizontal Sliding Window
TR-W-5- Use Installation Instructions
Approved for use in HVHZ:No FL4092 R8 II CWS-223E.i3d
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+40/-40 Evaluation Reports
1tither:HS-8200 PVC Horizontal Slider,XO or OX,72"x 72", LL4Q22 R8 AE EvafRgP_QEt223Ep.0f
PP 40 PSF.Glass conforms to ASTM E1300-04. Created by Independent Third Party:Yes
I[ -
$092.3 HS-8200 PVC Horizontal Slider,OX or XO.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL4092 RS 11 _CWS-486C.13d
Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:HS-8200 PVC Horizontal Slider,XO or OX,74"x 54". FL4092 R8 AE Evallkeoorl:456C.odf
See Installation drawings for Design Pressure.Glass complies Created by Independent Third Party;Yes
�wjth ASTM E1300-04.
FEE FEE
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA1EE0 employer.Copyright 2007-2013 State of Florida.::Privacy Statement r Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under,Chapter 455,F.S.,please click hem.
Product Approval Accepts:
=W RR E
Credit Card
Safe
Equal Split OX or XO Design Pressures(PSF)
Unit
Unit Width(in.)
HeightEB,C,
� VYINDCfMt SYSTIE4'1S
(n.) 351/2 391/2 431/2 471/2 511/2 551/2 591/2 631/2 671/2 72 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
35112 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +58.6/-58.6 +51.4/-51.4 +45.5/-45.5 +40.0/-40.0 WWW.CWS,CC
+60.0/-60.0 +60.0/-60,0 +60.0/-60.0 +60.0J-60.0 +60.0/-60.0 +60.0/-60.0 +58.6/-58.6 +51.4J-51.4 +45.5J-45.5 +40.0/-40.0
391/2 +60.0/-60.0 +60.0/-60.0 +60.0/-60.4 +60.OJ-60.4 +60.0/-60.0 +60.0/-60.0 +58.6/-58.6 +51.4/-51.4 +45.5/-45.5 +40.0/-40.0 $200 PVC
B.C,D +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60,0/-60.0 +58.6/-58.6 +51.4/-51.4 +45.5/-45.5 +40.0/-40.0 H(�RZ.SLIDER
43 112 A +60.0/-60.0. +60.0/-60.0 +60.0/-60,0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +58.6/-58.6 +51.4/-51.4 +45.5/-45.5 +40.0/40.0
B,C.D +60.0/-60.0 +60.0/-60.0 +60.0/-60.17 +60.0/-60.0 +60.0J-6 .0 +fi4.0J-60.0 +58.6/-58.5 +51.4/=51.4 -+45:5/=45.5 '+40:0/'-40.0 NON-IMPACT
471/2 A +60.0/-60.0 +%0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +58.6/-58.6 +51.4/-51.4 +45.5/-45,5 +40.0/-40.0
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'4 F 2
t No 58201 "fi71�
*; :d
---- 7/8"OVERALL �� --7l8"OVERALL 7/8"OVERALL -718"OVERALL
1/8"ANNEALED -«( 3116"ANNEALED 118"TEMPERED --�•--_.-- 3116"TEMPERED . STATE OF
518"AIRSPACE 112"AIRSPACE 518"AIRSPACE 112"AIRSPACE
1/8"ANNEALED -� ----3116"ANNEALED 118",TEMPERED 3116"TEMPERED
I i f
SIKAFLEX 552 OR
4 SIKAFLEX 552 OR `�.4� PURFECT GLAZE"H" 4 PURFECT
552 LAZE
PURFECT
552 OR
PURFECT GLAZE"H" PURFECT GLAZE"H" 24 PURFECT GLAZE"H"
1/2"GLA S BITE 7_7112"GLASS BITE I112"GtASS BITE 1/2'CLASS BITE 9/07/2017 -�
LUCAS A.TURNER,P.E.
FL PE#58201
25f _ 25 125) 1239 JABARA AVE.
NORTH PORT,FL 34288 '
PH.94TION: 1574
.r.� i( L,UI I'L1fl ilUl' 'SH6ET DESCRIPTION: �
U COMPARATIVE ANALYS tS
AND GLAZING DETAILS
GLASS TYPE B .-_.._..�__�_-------- -- - ------------- - __ E: ___-----------_-_t
i ADE 09/12!07
IOWGd: REV.: 1
�- CWS-223 E 1
NOTE:IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE
2 OF 6
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
^ W W W.CW S.CC
4 15
(1 " X44 (5) �2 �6; f 7'18�
8200 PVC
1 1
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NON-IMPACT
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M Ju .No 5S201ar 2134:
i
9/07/2017
LUCAS A.TURNER,P.E.FL PE#58201
I
1239 A ARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
�>6' L� SHEET UESCRIPTION�
SECTION VIEW C-C
--- ALTERNATE FIN FRAME
!� SECTION VIEW A-A ----��-_`--�� ��..�T__.__.__,_,_----_,....�..—•------__-.�_i_ __„______._-_.___._...—.,__.._i ADE 09/12/07 —
I ,DWG#: EV.:
II NOTE: ITEMS NOT SHOWN FOR CLARITY: i CWS-223 E
22,30-31s"ctilE""'" SHEET
1:2 3 OF$
PARTS LIST
ITEM PART# DESCRIPTION CORNER CONSTRUCTION
VENDOR MATCRIAL
1 H-6031 Main Fr.,SH,w/Ftg.,PVC Mikron PVC !`�aUlytilJ(L®UU(�•(j k i
2 H-1836 Meet.Rail,Fxd. Keymark Alum2 3116-- WINDOW SYSTEMS
3 H-6026 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1 15116' 1900 SW 44TH AVE.
4 H-6027 Sash Meet.Rail,PVC Mikron PVC I OCALA,FLORIDA 34474
5 H-1497 Reinf,Sash Meet.Rail Keymark Alum I C4) C6 WWWZWS.CC
6 H-6028 Sash Bottom Rail,PVC(S.S.R.for HS) Mikron PVC 2 11/161 1519" 1518" i
7 S-1498 lReinf.S.B.R./S.S.R/S.T.R. Keymark Alum CORNER WELD
rin —1116' (ALL SIDES) 8200 PVC
di
8 H-6004 cor--11 , 1/16,
Sash Top/Bot.Rail Mikron PVC 1:8
9 S-1.776- Rollertrack - - Keymark Alum HORZ. SLIDER
10 S-6064 Giz.Ed.,718",Fxd.,Horiz, Mikron PVC NON4MPACT
11 S-6013 Scm.Adapt.,W/Nib,PVC Mikron PVC PVC FRAME FLANGE PVC SASH MTG.RAIL PVC SASH SIDE RAIL
12 S-60114 Scm.Adapt.,PVC Mikron PVC H-6031 H-6027 H-6028
13 P-4779 Roller,Tandem M&M Nylon 2
<Z
U)UJ 0
14 P-.3783 Lack,Impact,PVC Interlock Znc U)U < 0
Z W_j C,
15 P4069 Keeper,Impact,PVC Interlock Zinc w Z02 w
16 P-4479 Weep Co\er w/Flap �—3 1/8---- 9 Z §>�
M&M Nylon LU Z
18 P-3429 Wstp..0.270 x.187 back FinSeal,Gray Z Z X 2<w UJ 0
Ultralab 1/2'— FIXED MEETING RAIL 0 0 0 6<
(0)
4
19 P-3539 #8 x 0.75"Ph P !Iesper Fastenal Steer SCREWED TOGETHER WITH 0 Q F-Z CL
T"' 0 Z—u)—Z 5
#8 x 0.5 Ph PH t! 11. ------- OUTERFRAME 0(9:) —
20 P-3541 Tek Fastenal Steel 1:8 Z L)c6Z=>U
21 P-4051W #8 x 1.250 Ph FH TEK,Wht.@lock Fastenal Steel P—,7a 0 0 LL
< ow—moz
22 P-3342 Seam Sealer,SM-5504 Schnee Silicone 3 9 16" —1/16, 1 5/8" 2 1116" tY 2 'F�IZ *
a:
<
23 P-3752 fCap Plug,1/2'Hole M&M Nylon
24 P-4648 Purfect Glaze"H",Sika Flex 552 Henkel/Slka Silicone 1116" U)Lu 0_j U)
25 P-3352 Set.Blk.,85 Dur.,116'x 7/8'x 2'Lg. L Q. Z_4 a. Of O:i.5�
FrankLowe Rubber 0 w 0
Z :r w a.7:
26 P-3683 HS-8200 Gold Cart.Label a- F- Q� Lu 3:Lu co
27 P-3881 Temporary LbI.(NFRC/DP) PVC SASH TOP1BTM RAIL FIXED MTG RAIL
28 Sash
SEE SHEET 2 PVC H-6026 FRAME FIN H-6004 H-1836
29 SSEE SHEET 2 0** �kOREIV
s"�........
30 P-3281 Spacer,DurraSeal TruSeaf v $"�CgNg*..
33 P-3218 Screen Frame,HorIz. Allmetal RollForm y Ji
No 58201
34 P-3321 Screen Frame Comer Key Allmetal Nylon 3/4'
3 36 P-3228 Screen Spline,.155 Ola.,Blk. Dapa 7116" 3) STATE OF I0
-3581 Screen Cloth,18 x 16 Fiberglass 116.
5 P Z' 5/w,I
37 P-3029 Screen Pull Tab Summit A
38 P-3033 Screen Spring,SS 0 A I
'%.............�4'c' A
Fla.Spring TF
39 P-3113 Screw Support,PVC ',fRi1ONA\'S
Team Plastic Rubber ROLLER TRACK HORZ SCRN ADAPTOR VERT SCRIN ADAPTOR REINF.SBR/SSR REINF.SASH MTG.RAIL
40 S-6063 Fixed rail Cover Mikron Pvu-- S-1776' S-6013 S-6014 S-1498 S-1497
41 S-6005 Anti-lift out Mikron— PVC
42 P-4638 #8 x 2 1/2",PH,Modified Truss,TEK2 Fastenal Steel
43 P-4959 Wstp.,0.420 x.187 back FinSeal,Gray Ultrafab --i
44 P-5250 Lock,Impact,PVC,flip,(optional style) Roto Frank Zino9/07/20179/07/2017
9116" 1/2'
114-1 3116" LUCAS A.TURNER,_P.E.
3' FL PE#6B201
1239 JA13AR
15116' A AVE.
1_ 1 - LT 1 NORTH PORT,FL 34288
_t 16 T
SCREW SUPPORT PH.941-380-1574
PVC FIXED RAIL COVER PVC GLAZEBEAD P-3113 SHEET UE5CHIPTI.N:
5-6063 S-6064
BOM AND EXTRUSIONS
------------—-----
ADE 09/12/07
;DWG_#. REV,
I CWS-223 E
II31I5NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
SHEET
fFT
117,3 -32
1:2 4 OF 6ij
___—._..___._.1__._.__.._.._..._.__.__.
ANCHOR @ MIDSPAN r WINDOW 5®Tcms, Ci
(TYR) L I
1800 SW 44TH AVE.
-"i 3 (TYP.) 3"MAX.(TYP.)--•---- -- --- 6'MAX.O.C.(TYP.) OCALA,FLORIDA 34474
6'MAX(TYP.)------- —� ! y—_4"(TYP.) SEE NOTE 3"MAX(TYP.) {—SEE NOTE �WWW.CWS.CC
-- -- - -- -- -- -- -- 8200 PVC
INSTALLATION INSTALLATION HORZ•SLIDER
I 1_ ANCHOR(TYP.) I _ I
ANCHOR(TYP.) NON-IMPACT
MAX.O.C.
(TYP.)
Q Z ¢z0
QI1J0
20"MAX O.C.
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i ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) j ,td�pttOREW+!.*i��i
41
�P�;•�\OBNgF,U�Q�,r
No 58201
=
0 STATE
OF 'W,
NOTES:
I
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ;
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING 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. _ 9107(2017
i LUCAS A.TURNER,P.E.
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 FL PE##58201
BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. I
5.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 NORTH PORT,FL 34288
'SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574
SHE
6,ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE c
ET.ESCRIPTION•
OPTIONAL. ANCHOR SCHEDULE AND
NOTES
7.A MINIMUM CENTER-TO-CENT ER SPACING SHALL BE MAINTAINED BETWEEN-ACC FASTENERS73"-FOR'MASONRY,f-FOR-WOOD-AND-ME-TAt-'
j 8.WOOD OR MASONRY OPENINGS,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 09/12/07 I
!i SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. IUWG M REv.:
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: I CWS-223 E
-__.....—. .__.__-_
FMAIAAMA 100(FIN WINDOWS).FMAlAAMA 200(FLANGE WINDOWS), FMA/WNV
DMA 250(BOX WINDOWS),FMAfAAMADMA 300(EXTERIOR DOORS) ;SCALE: SHEE__.._.__..__T 1
........ 1:20----_
SOF 6
lawon
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
By OTHERS i WINDOW SYSTEMS
MIN.EDGE DIST. 114'MAX.SHIM SEE TABLE 1 MIK EDGE DIST. SUBSTRATE
SEE TABLE I SEE TABLE I BY OTHERS 1900 SW 44TH AVE.
SEE TABLE I OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS • 1/4"MAX.SHIM WwwCwS,CC
SEE TABLE 1
1411171 f
MIN.EMBEDMENT MIN.EDGE DIST.
PERIMETER SEALANT-- SEE TABLE I SEE TABLE 1 8200 PVC
BYNSTALL INSTALLATION ANCHOR HORZ SLIDER
INSIDE AND OUT
SEE TABLE IEMBEDMENT 'NON-IMPACT
SEALANTSEHIND SEE TABLE I
FLANGE BY INSTALLER 114"MAX.SHIM
O A
J < z Z cn z
W 0
I- owa <u
PERIMETER SEALANT w-jrzw
BYINSTALLER BY INSTALLER w z O z x--l-
PERIMETER SEALANT INSIDE AND OUT 0 w
ti P w z I-
INSIDE AND OUT
INSTALLATION ANCHOR z z m <M Lu 0 0
SEALANT BEHIND SEE TABLE I a 0 7:
INSTALLATION ANCHOR 1-0,3<() 0 U)I-
SEE TABLE I FLANGE BY INSTALLER SEALANT BEHINDz
FIN BY INSTALLER 0 z Z*f- U)
Z OCD::) --Z)a-
HORIZONTAL SECTION HORI < 0'zo LLC)
f--LL:iO Z
TYPICAL JAMS ANCHORAGE TYPICAL FIN ANCHORAGE <Q 0 0-
HEAD AND SILL SIMILAR FOR FIN INSTALLATIONC,:X 0 ji Z C6
5 Q:E
w 20af0owcow
CL
72 z SQ 0- w w 0 0 D
IM
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114"MAX SHIM T a. Q= w
a.
SEALANT BEHIND
FLANGE BY INSTALLER
. .
**OPAOREW
..........
PERIMETER SEALANT 0,
MIN.EMBEDMENT '4
BY INSTALLER
SEE TABLE I No 58201
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE I MIN.EDGE DIST.
SEE TABLE Io
j"W'� VERTICAL SECTION 'to stmw
TYPICAL SILL ANCHORAGE
TABLE 1:APPROVED INSTALLATION FASTENERS Q 9/07/2017
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KS1 MIN.) 3116"ITW TAPCON 1-1/2" FL PE#5820 1"
PERIMETER SEALANT
11239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16'ITW TAPCON 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16'ELCO ULTRACON 1. INSIDE AND OUT (-D-\, HORIZONTAL SECTION PH.941-380-1574
FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCQ_U�� BOX FRAME INSTALLATION DESCRIPTIDNt
3/16"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INs,rALLATION
FrANGE ZZMIN.'SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-318" T7/8" I INSTALLATION DETAILS
TMISr—TX'M�IN7SOUTHERN-PINE-(G=0-55)— I!-R SMOVAI:7N OT L�,PAkTfAtt:-Y--0 R-F U Lb)L R EM e.V INe__T-H&BAbIrS E i
U To IDIIN'I--DATE.—.
FLANGE 16 GAUGE(0.06U')MIN.STEEL STUD. #10-16 HILT[KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16"'
ADE 09/12/07
MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED t5-wG—A: -Rrv-.:
118"ALUM.(6063-T5 MIN.)OR 410 GRADE 5 SELF-TAPPING I FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. if
FLANGE 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0,125' :7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS I CWS-223-,..... E
IFIN .2X MIN.SOUTHERN PINE(G=0.55) 1#8 WOOD SCREW I 1_112, 12 SHOWN FOR FLANGE WINDOWS. SHEET
1:2
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