HomeMy WebLinkAboutProduct Approval URNER RECEIVED 1239 Jabara Ave.
North Port,FL 34288
ENGINEE N OCT 31 2018 Ph. 941-380-1574
Co FBPE C.O.A. #29779
Evaluation Report 867C
August 29, 2017
Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact
(Wind Zone 3), XO or OX 74"x63"unit size with design pressures of+1-50 psf(Fin or Flange
window)
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements
of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the
requirements of the 6h Edition(2017) Florida Building Code outside the High Velocity
Hurricane Zone. The product testing standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A. Turner,P.E., at 1239 Jabara Ave.,North Port, FL
2) Approval drawing CWS-867C' signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3887-1B and-2B, by National Certified Testing Laboratories,
Orlando, FL, signed and sealed by Gerard J. Ferrara,with testing performed: ASTM E
1886 '02/04/05, ASTM E 1996 '04/06/09 (large missile impacts in accordance with Wind
Zone 3), and AAMA/WDMA/CSA 101/I.S.2/A440 '08
4) Supplemental Calculations to support CWS-867C, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS-867C.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-867C
• Achieves design pressures of+1-50 psf
• Is Large Missile-impact resistant and does not require the use of shutters
• May not be used in the High Velocity Hurricane Zone or Wind Zone 4 areas
• Requires Kuraray(Dupont)PVB Interlayer
• Requires Quanex(Mikion)white rigid PVC frame extrusions
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.
...........
Lucas • N 5201 o a --I
Turner
2017-08-300 STATE OF -4/4U 8/29/2017
&
16:11+20:00
Lucas A. Turner, P.E.
FL PE#58201
HORIZONTAL SLIDER - LARGE MISSILE IMPACT GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED NVINDCiVI/SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE.
EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT OCALA,FLORIDA 34474
USE AS DEFINED IN ASTM E 1996 PER THE FBC. W WW.CWS.CC
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE
751/4"MAX.OVERALL FLANGE WIDTH ZONE(HVHZ1 OR IN ASTM E 1996 WIND ZONE 4 AREAS, 8200 PVC
74'MAX.UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) HORZ.SLIDER
33'GLASS DLO 3.CONFIGURATIONS:"OX","XO". IMPACT
A 4.DESIGN PRESSURE RATING:
-- -- - -- -- -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND Z �: <Z O
GLASS TABLES ASTM E-1300-04e01/09. 0 w 0 ¢w 0 W
- -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER z O Z ¢k 4'.2
I I INFILTRATION TEST PRESSURE AND GLASS TABLES ¢to 3 ¢3:m
}O
1 I ASTM E-1300-04001/09. w ¢I-�M__
MAX 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED U N OF U o-F to¢a
FLANGE B B IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Z-co Z Z I 0 U)
HEIGHT I DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O Z U U Z U
ANCHOR CALCULATIONS. ¢ Lu S LL Z
O
()
I } z
6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT p p F Y 0 3 O uj
¢m0wLow
�" REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT www p�rn H
MAX UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT z 2 D- a¢O U
HUNfTEIGHT
Ci �i wF0 O-2 CC>
HEIGHT O X I 59 9118" MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND ¢ w w rn
MAX FLYING DEBRIS. o ¢ a
SASH
HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT • P��`°u°°° °,'�
I j USED AT FIXED MEETING RAIL AND HEAD/SILL. �
•••••�PNOR....•T�,���
• GEM
5813!16" I e 8.SERIES/MODEL DESIGNATION HS-8200.
GLASS No 58201
I -
DLO 5
C 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
X=OPERABLE SASH,0=FIXED SASH
5 STATE OF :4+�
10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR i0,p•.
D I LOCATION. ��i,�Fss�O R 1�. p,`•`
11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. f`����iveAilR •�`•
D s A
33"GLASS DLO
o::�32
38 5/16"MAX SASH WIDTH N 6!4rn 8/29/2017
O
c o LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941.380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS DRAWN BY: DATE:
ADE 10/10/13
GENERAL NOTES 8 ELEVATLAZINGIONS DETAI........1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING
DWG#: REV.:
SECTION VIEWS 8,GLAZING DETAILS CWS-867 C
EXTRUSIONS E B.O.M...............................................3 74"x 63" +/-50 PSF LARGE MISSILE IMPACT
ANCHOR SCHEDULE&NOTES................4 �E: SHEET
INSTALLATION DETAILS...........................5 1:15 1 OF 5
QgtrEMSM44 4 45 46
INTERIOR 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
ti 1 18 1 1 3 6 7 2 WWW.CWS.CC
8210 PVC
HORZ.SLIDER
IMPACT
0 0 z � ¢Z�
ow0 < 0
II-:cuj
zOz RFzIW_-
PLu Z�3Mx
41 3 t 39SECTION VIEW ALTERNATE JAMB ROTARY LOCKS 0 O o a=of
IL
SECTION B-B MAY BE SUBSTITUTED FOR JAMB IMPACT HOOKS O—SO --mu-
11
Z?U w
6 1 t NOTE:FIXED LITE AT HEAD F Z LL 2 O( LL z
AND SILL IS SIMILAR. NOTE:ROTARY LOCKS ARE TO BE ENGAGED ONLY <B:0 H F-0 -
DURING HURRICANE CONDITIONS. cc r O
31 p D:ce 0 W In W
LL p�m�
79 =~pct w=�co
3 F a cc 3'a
1 1 !tW TL%%% pREs ,� �,
47 AT
4 Z-4 No 58201 ;.P
HEAD IMPACT HOOK(TYP.)
�4 MIDSPAN OF SASH *'
(ITEMS 35&36) 718'OVERALL
%'P' STATE OF
1/8"ANNEALED of TEMPERED 'i�T•'•';(ORIO P•:;aA
Q♦
INTERIOR ] 7116"AIRSPACE 10
I 5/16"LAM]
1B"ANNEALED
FIN FRAME ONLY: MQ DUPONT PVB INTERLAYER
JAMB IMPACT HOOKS
q3 OR ROTARY LOCKS 1/8"ANNEALED
4 I I LOCATED AT THIRD POINTS 8/29/2017
EO
3 ] ] 4 SI/KAFLIX 522 "� LUCAS A.TURNER,P.E.
FL PE#58201
4t 1239 JABARA AVE.
3 NORTH PORT,FL 34288
5 I PH.941.380-1574
] I �— SHEET DESCRIPTION:
I 1/2°GLASS BITE
o SECTION VIEWS AND
GLAZING DETAIL
4 O DRAWN BY: DATE:
SECTION A-A HEAD IMPACT HOOK AND ADE 10/10/13
JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS
1.20 DWG a:
SECTION D-D GLASS TYPE A CWS-867 C
ALTERNATE FIN FRAME 1:1 LE: SHEET
1:2 20F5
PARTS LIST 31/8^ CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/g°
1 H•1497 Relnf.Sash Meet.Rall Keymark Alum 31
1 112" WINDOW SYSTEMS
2 H-1699 Relnf.S.B.R./S.S.R, Keymark Alum6 5 3 1900 SW 44TH AVE.
3 H•1836 Meet.Rall,Fxd. Keymark Alum WWW.OCALAFLORIDA 34474
1/16" www.cws.cc
4 H-6052 SashTcp/Bot.Rail Mikron PVC 211/16° 39/16^ 21/6" 1116"
5 H•6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC 11161, o
=11
CORNER WELD 8200 PVC
6 H-6050 Sash Meet Rail,PVC Mikron PVCL (ALL SIDES)
7 H-6051 Sash Side Rail,PVC Mikron PVC I�,° 1:8 HORZ.SLIDER
8 H 6049 Main Fr.,SH,w/Fig.,PVC Mikron PVC PVC FRAME FLANGE- FIXED RAIL-1838 IMPACT
9 P•3029 Screen Pull Tab Summit PVC FRAME FIN-6048
1
10 P-3033 Screen Spring,SS Hurley 1 15/1e° 13116"-
2 I 9n� 26 ? W
11 P-3113 Screw Support,PVC Team Plastic Rubber
^ I w�O ¢ D W
12 P-3218 Screen Frame Allmetal RoliForm j6 7 4 Z W z>O¢ m
13 P•3228 Screen Spline,.155 Dia.,Blk. Dapa 1 518" 1 sl8^ 1 5/a° 1 5ns• �ua ¢��2 x
14 P-3321 Screen Frame Corner Key Allmetal Nylon 1/16' g 1/16' 1/t 6° FIXED MEETING RAIL UO y 0(j a H LLJN roc
15 P-3342 Seam Sealer,SM-5504 Schnee Silicone
SCREWED TOGETHER WITH Z-W-Z F U)
OUTERFRAME O(9 -�O-
16 P-3352 Set.Bilk.,85 Dur.,116"x 5/8"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 F-c�O O c
17 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab 2 O IW-r= 09¢ » oN
18 P•3511 #8 x 516"SQUARE TEK 2 Zrx Fastenal Steel 5/6" �4 O 2 v�0 W�n w
1--r 2 Z rn W O J V)F
20 P-3 52 Cap Plug,Truss1/2"Hole M&M
2 Zinc Fastenal
Nylon G 3/16" 1" 1 c0 a=�}
I -1 15118° tn6" w2 a W W N
P-3783 Or Q
L ILEICC
21 P•5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 ��urr�rrr
22 P•3804 Roller,Tandem M&M Nylon `�%��`PNOREW
23 P•4051 #8 x 1 1/4 Ph FH TEK,W ht. Fastenal Steel 6^ 15116 3/4° Ing 1 1/4^ `GP°'.°�:O
24 P•4069 Keeper,Impact,PVC Interlock 718 ins I 3 �� No 58201
1/16°
25 P-4479 Weep Cover w/Flap M&M Nylon �— 3 1/16" '
26 P•4638 #8 x 21/2 Ph Truss SMS Ajax Steel PLAN VIEW-1577 FRAME IMPACT HOOK-1577 1/16 �' '¢
S.B.RJS.S.R.-1498 ROLLER TRACK-1778 �9 t STATE OF
:
29 P-4959 Wstp.,0.420 x.187 back FInSeal,Gray Ultrafab 40.x'•. P 4v
31 S•1112 Reinforcement Keymark Alum
32 S-1498 Reinf.rcemenS.S.R Keymark Alum 0 3116" 114' r7/8"1 '�iiS��..
33 S•1577 Frame Hook,PVC Impact Keymark Alum 41 T- I 31
O 7/B" g g•
34 S-1776 Roller Track Keymark Alum -
35 S-1999 Frame Hook,Head,Impact Keymark Alum ills,
P Y I -I PVC GLAZESEAD-6064 GLAZE BEAD-1112
36 S-2000 Panel Catch,Head,Impact Keymark Alum r 6° 15/16
37 S-6005 Antl Uft Mikron PVC 8/29/2017
76° 12° 11/8^ 3/8° 15/i6°�I
38
38 S-6013 Scrn.Adapt.,w/Nib,PVC Mikron PVC L fns•
39 S-6014 Scrn.Adapt.,PVC Mikron PVC L— .. 3 LUCAFL PE#58201 S A.TURNER,P E
PLAN VIEW-1999 HEAD IMPACT HOOK-1999 Ing^
40 S-6063 Fixed Rall Coker Mikron PVC 1/18° 1239 JABARA AVE.
41 S-6064 Glazing Bead Mikron PVC PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005 NORTH PORT,FL 34288
42 GLASS SEE SHEET 2 CARDINAL GLASS 0 3/16^ PH.941.380-1574
43 Purfect Glaze"H",SlkaFlex 552 Henkel/Sika Silicone O 5/16' 1 ifir SHEET DESCRIPTION:I�_�
44 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel - 8• -I 5/8- T-
BOM AND EXTRUSIONS
45 P-4958 Rotary Lock Interlock PVC SCREEN SUPPORT-6014 DRAWN BY: DATE:
46 P-4633 8-32 x 1/2"Barrel Fastener Interlock TEL
1/16° ADE 10/10/13
47 P-4952 Keeper,Rotary Lock Interlock
PLAN VIEW-2000 PANEL IMPACT CATCH-20003/1 6° owe x: REV.:
�f�--3" �}-if2° CWS-867 C
LINE ITEMS NOT USED: NOT E:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 7- 0►--�11, SCALE: SHEET
27-28,30 r SCREW SUPPORT-3113 1:2 3 OF 5
WINDOW SYS7TT6S
121/2"MAX.O.C.(TYP.) 1900 SW 44TH AVE.
�I 3'(TYP.) 4"MAX(TYP.) 6"MAX O.C.(TYP.) OCALA,FLORIDA 34474
6"MAX.(fYP.) I�3„�P) SEE NOTE 2 SEE NOTE 2 W WW.CWS.CC
6"MAX(TYP) I` 4"MAX.(TYP.)
- -- -- -- -- -- -
-— ——— 8200 PVC
INSTALLATION
ANCHOR(TYP.) I I HORZ.SLIDER
I I I I I INSTALLATION
1 I I ANCHOR(TYP.) IMPACT
I 6"
MAX O.C.
(TYP.) I Z ¢
17" I I wJ0 ¢kZw
MAX.O.C. I I �/ 1 1 I 1 1 1 z O z --~
(TYP.) I O
�mm<mwoo
I I c0-1��va��a
I I Z(7Z1-=co
OZOmZ0LLU
I I � �o
¢ OWF�Oz-
IO�CQ�Y�?�zc
a V I OmWmOJ(n
?- F-
aCC 0
-- -- -- -- -- -- -- - w0 w=¢�
I
�
CL ¢SDI..
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) 0����°11°B1°p°°j�
`.y PNOREW
No 58201
*� * :*=
L9� STATE OF :�4/
NOTES:
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 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE x;Z-
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
8/29/2017
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5.
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.
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, 34288
PH.941380-1-1 574
SPECIFIED IN TABLE 1,SHEET S.
SHEET DESCRIPTION:
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. ANCHOR SCHEDULE AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
DRAWN BY: DATE:
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. ADE 10/10/13
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. DWG#: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-867 C
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMAJWDMA 300(EXTERIOR DOORS) 1:20 4 OF 5
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
MIN.EDGE DIST. 1/4"MAX SHIM BY OTE 1 MIN.EDGE DIST. SUBSTRATE 1900 SSW 44THAVE.
SEE TABLE 1 SEE TABLE 1 BY OTHERS SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS1/4"MAX.SHIM WWW.CWS.CC
SEE TABLE 1 IN.EDGE DIST.
PERIMETER SEALANT
SEE TABLE 1MEM SEE TABLE 1 8200 PVC
BY INSTALLER INSTALLATION ANCHOR
INSIDE AND OUT SEETABE 1 HORZ.SLIDER
SEALANT BEHIND SEE TAB DMENTEIMPACT
FLANGE BY INSTALLER 114"MAX SHIM
aZp
PERIMETER SEALANT W J p a W O w
PERIMETER SEALANT BYINSTALLER Z O Z IY I
BY NSTALLER INSIDE AND OUT -w Z o 3 3
INSIDE AND OUT INSTALLATION ANCHORFo
m¢Q WO O
SEE TABLE 1 OFO ¢=�Q
SEALANT BEHIND U H Z a I-CO a
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND Z-coZ I.-=W
SEE TABLE 1 RN BY INSTALLER 00'( J u--mo-
HORIZONTAL
Z m U-
g HORIZONTAL SECTION C HORIZONTAL SECTION < LL W O O LLO Z
5RAGE' TYPICAL JAMB ANCHORAGE 5 HEAD AND SILL SIM
TYPICAL FIN OILAR FOR FIN INSTALLATION OgC[ �}b§OPF
p of
NJ
Lu0 It co
O
uj
Er
~¢ w=¢v}i
1/4"MAX SHIM a ¢ a
FLANSEAGE BYENSTALER o ���HIND �P�10 RE W�T*,��
IS. G .
PERIMETER SEALANT ,��GQ.•;��C E N gF.,�Qy
PERIMETERSBY INSTALLER MIN.EMBEDMENT ��• No 58201
INSIDE AND OUT SEE TABLE 1
90:• STATE OF :�<+/
SUBSTRATE BY OTHERS
SEE TABLE 1 —MIN.EDGE
SEE TABLE 1ST. �'�SS�ONAL,
�A1 VERTICAL SECTION
5 TYPICAL SILL ANCHORAGE
O 8/29/2017
LUCAS 8/TURNER,TABLE 1:APPROVED INSTALLATION FASTENERS R,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#A. 58201
RNE
FLANGE CONCRETE(20 KSI MIN.) 3/16"TTW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT-11239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"RW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(285 KSI MIN.) 3/16"ELCO ULTRACON 1. 1° INSIDE AND OUT D HORIZONTAL SECTION PH.941380-1574
FLANGE GROUPFILLED CMU(ASTM G90) 3/16°ELCO ULTRACON 1-1/4" 2-1/2° 5 BOX FRAME INSTALLATION SHEET DESCRIPTION:
3116°ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G 0.55) OR ELCO ULTRACON 1`318" 7/8° INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 13/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10.16 HILT?KWIK-FLEXOR RW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" ADE 10/10/13
-MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
1/8"ALUM.(6063-T5 MIN.)OR 010 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-867 C
FIN 2X MIN.SOUTHERN PINE(G_=0.55) #8 WOOD SCREW 1-1/2° 1/2° SHOWN FOR FLANGE WINDOWS.' SHEET
1:2 50F5