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Product Approval Menu>Product or Application Search>Application List>Application Detail
— '4�
—
• a FL# FL17647-R1
Application Type Revision
Code Version 2017
Application Status Approved
Comments
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 Kevin Pine
kpine@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 Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
...J 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
✓i Validation Checklist-Hardcopy Received
Certificate of Independence FL17647 R1 COI EvalReport882B.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-09 2009
TA 201/202/203 1994
Equivalence of Product Standards
Certified By
hftps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR9F38JUJ4X8P%2fpCG2n44EaVhMhW%2bDNN4gg%3d%3d 1/2
9/7/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/02/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
17647.1 SH-8100 SH-8100 PVC Single Hung
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17647 R1 II CWS-958B.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:See installation detail for sizes and DPs. Outer lite I.G. FL17647 RI AE EvalReport958B.pdf
to be safety glass when used above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes
i Com li_ ASTM E1300-04.
17647.2 SH-8100 SH-8100 PVC Single Hung
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17647 R1 II CWS-882B.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
Other: Flange only,Max. size 51-7/8"x 72". Outer lite I.G.to FL17647 R1 AE EvalReport882B.pdf
be safety glass when used above 30 ft. in HVHZ. Glass complies Created by Independent Third Party: Yes
to ASTM E 1300-04.
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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 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 here.
Product Approval Accepts:
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https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR9F38JUJ4X8P%2fpCG2n44EaVhMhW%2bDNN4gg%3d%3d 2/2
GENERAL NOTES:
SINGLE HUNG ORIEL - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW-SYSTEMS
•
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY-HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. W W W.CWS.CC
531/8"MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2)
51 Ile"MAX.UNIT WIDTH 8100 PVC
3.CONFIGURATIONS:"0/X". SINGLE HUNG
—47 11/16"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
A -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES I¢-.. p w O w 0 O
ASTM E-1300-04e01/09. w Z p z z w
I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 0 ~w z O Ir�m
73 114" IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z z= ¢�w 0
MAX, IF DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD OO OU F-0 ti¢a x F-m
OVERALL ANCHOR CALCULATIONS. 0 z-U)-Z F D N
FLANGE B B Z p V` U U--:Do-
HEIGHT
:DU-
HEIGHT O I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢ F LL M Z0 O LL z
38 5/16" NOT REQUIRED. < O W�F Z-.
DLO F ���}j�Og
7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w 0 o m m D w v�w
72" a USED AT FIXED MEETING RAIL AND JAMB. a z=w 0 J m
MAX. p wrp Il=k}
UNIT b 8.SERIES/MODEL DESIGNATION SH-6100. a m a it ww It m
HEIGHT I I I CIL
I I I 6 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X=OPERABLE SASH,O=FIXED SASH P1jOREW f!t.��r
10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION. ���: No 58201 '��
I I I 11.EXTERNAL WEEP SLOT=1/4"x 1-114"LOCATED 4"FROM BOTH ENDS.
303116" X 267/8" 1O�•MAX. •STATE OF
:144/"
SASH„ D OSS � Cs'•�O R l-..•'G���
HEIGHT �� ONA� ?�`�`
LucasTurne
I 12-
-- - r
2017-09-22
6 A 14:03-04:00 9/22/2017
451/16"
GLASS DLO LUCAS A.TURNER,P.E.
48 3/8" FL PE#58201
MAX.SASH WIDTH 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE ADE 01/16/14
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING DWG#; REV.:
SECTION VIEWS.................................3 RATING
EXTRUSIONS&B.O.M....:...................4 CWS-882 B
ANCHOR SCHEDULE&NOTES.........5 51-7/8"X 72" +/-70 PSF LARGE MISSILE IMPACT SCALE:
INSTALLATION DETAILS....................6 SHEET
1:15 1 OF 6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
8100 PVC
SINGLE HUNG
IMPACT
< z R: <z
I.- owo wwod
z Lu-j 0 <rKLU
w zoz x-
-718*OVERALL ;�0§�'0 m
—7/8'OVERALL Qw zi--3;mT
Z Z=M<C�UJU
—118'ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED 0 OF-Ocj<x W
0 L) i-- d-
-7/16'AIRSPACE 0 U)
—7116"AIRSPACE Z�5
z 2z(.)Q)zo 0
—5116"LAMINATED —5116"LAMINATED < 1--'50 LLZ
>- < owp:=O-
-1/8'ANNEALED Ir :R F- I-Z'6
8 ANNEALED Ir 2
LU w W Lu
16"DUPONT PVB IN I-EKAYER —.090' PVB INTERLAYER Fr LL w 0
—1/8"ANNEALED (L
V8"ANNEALED 0 w 0 0:
F- w w wirw
OL Q- X (L
SIKAFLEX 552 OR
PURFECT GLAZE'H" QUANEX DURASEAL SIKAFLEX 552 OR
4 PURFECTGLAZE"H"
QUANEX DURASEAL IG SPACER c'E 14.9
IG SPACER
ANN
.0 DUPONT'U E'
1"'.ANNEALED
E
P RFEC'
48
N. -sjL701 "'-P
14 1[Z'GLASS BITE
(04a-
S STATE OF Z
23
SASH LITE
FIXED LITE 9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JASARA AVE.
NORTH PORT,FL 34288
PH,941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY DATE:
AIDE 01/16/14
)WG—0 fREV.
SETTING BLOCKS PER FBIC-2411.3.3.1 CWS-882 B
------- -
SCALE SHEET
2 OF 6
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE._ _.
OCALA,FLORIDA 34474
45 32 27 53 (12 381 32 3 24 45 WWW.CW S.CC_
8100 PVC
° 70 �° _ Q o SINGLE HUNG
�o IMPACT
z 3 ¢ZQ
C)WQ QFD W
W
o� L.i �e Z J❑
W ZOZ (YI-EP
14 0 Pw�z Omw
2�M=
32 z zm: <xw000
3 14 54 14 65 66 63 19 4 O OF-0d<Q.MI-X
SECTION B-B F 5 W
54 Z 000 -70-
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ¢ I-z L m O O LL z
RIGHT SIDE SHOWS SASH SECTION VIEW. }O uj-m Z-
14 F 0irpl-}��0�
40 ZOa00U)1-
31 39 O W~0 EL
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2728
•••P1DREw
sINTERIOR �••p°:NCENg
4d 'vC'�• No 58201•.•�y�11:
62 %13: STATE OF W:
14 53 S ON,,600•
65 10
66
6 32 x�
32 3
9/22/2017
1d 6 LUCAS A.TURNER,P.E.
2 7a
FL PE#58201
3 1239 JABARA AVE.
30 NORTH PORT,FL 34288
0
PH.941-380-1574
0 SHEET DESCRIPTION:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
ADE 01/16/14
DWG N: REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-882 B
20,25-26,3637,44,5152,55-56,64,57-68 SCALE: SHEET
1,2 3 OF 6
PARTS LIST
ITEM PART# DESCRIPTION VENDOR MATERIAL FRAME CORNER
1 H-6049 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl -31/8 -i CONSTRUCTION Owgum'
1 15/15• 2 3116"
2 H-6049 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl t WINDOW SYSTEMSVE.
3 H-6049 Main Fr.,SH,wlFlg.,PVC,L.Jb. Mikron Vinyl 2 1900 SW 44TH AVE.
4 H-6049 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl 3 10 T e OCALA,FLORIDA 34474
5 H-1681 HeavyDuty,Meet.Rail,Fxd.Aluminum Keymark Alum 4 1 5!6" WWW.CWS.CC
y. Y 2 11/16" q
n 1 518"
6 S-1577 Impact Hook Keymark Alumd-1116" `UI
8 H-6050 Sash Meet.Rail,PVC Mikron Vinyl �ll� 1/16" 1116"
II GORNERWELD 8100 PVC
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum SINGLE HUNG
10 H3051 Sash Bottom Rail,PVC Mikron VinylL PVC SASH BTM.RAIL PVC SASH MTG.RAIL (ALL1:8 a ES
11 S-1498 Reinf.S.B.R./S.S.R Keymark Alum PVC FRAME FLANGE H-6051 H-6050 IMPACT
12 H-6052 Sash Side/Top/Bot.Rail Mikron Vinyl H-6049 37
14 S-6064 Glz.Ed.,7/8" Mikron Vinyl 1 3/16" ¢ z a z
18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl O
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 Ile" 3/4" Z w w o ¢ ❑w
5116" 12 W Z O Z Z F-
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl } 23 ❑ Z O y O m
23 H-1699 Reinforcement,SBR Keymark Alum 19 1 5/B" 15/16" _ u- I—w�'Z F `3:g=
1116" Z Z=2QIYwpO
24 P-2190 Balance 851 1/15" 1/16" }— O O H O Z a-=In EL
EL
25 P-3059 Sash Cam,PVC BSI Plastic FIXED MEETING RAIL ❑ Z ro Z t::-'26 P-3046 Take Out Clip BSI SS PVC SCREEN SUPPORT SCREWED TOGETHER WITH Z O 3 U vj O-
27 P-3783 Lock,Impact,PVC Interlock S-6014 REINF.SBR OUTERFRAME Q F-o g 0 O L-Z
PVC SASH SIDE RAIL 1:8 > ¢� w-=O-
28 P-4069 Keeper,Impact,PVC Interlock Zamac H-6052 H-1699 a 2 q y�c~-t-z rri
30 P-3215 Weep Cover w/Flap Gaer Plastic w O❑it v}i 0 w 2 w
31 S-6077 HD Fixed Meeting Rail Cover Mikron Vinyl 3 118" Z rn wa O 007 I-
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab 1/• p w O a
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel 518" 1 1/B" —� -1' 8" -{ 5 a=. F=- of it=aw
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel � 112" I 1 7/6Li V
39 P-4051W #8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1' 9 13/16 20 %'���un��r„��,
40 P-4264W #8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City SteelREVV
Vis" 16I1/6^ `•'�Q� DE
44 P-3342 Seam Sealer,SM-5504 Schnee 1J
116"
45 P-3752 Cap Plug,1/2”Hole M&M Nylon REINF.SASH MTG.RAIL PVC SCREEN CATCH PVC SASH STOP ��i No 58201 :�%P
47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel H-1497 S-6013 S-6029 HD MTG RAIL
48 P-3352 Set.Bilk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber H-1681 ^-a:
53 Sash SEE SHEET GLASS 23116" %S7:• STATE OF ;'W+
7/B' 314"—r 1 3/4" O•. 4:
56 P 3281 Spacer54 Fixed SEE HEET2 Duraseal GLASS 9/16 3/ts"�I 1/4"- r 14 } I 31 �cPs`�S(O R tp NG,2��,
62 P-3218 Screen Frame,Horiz. Allmetal Alum �II —LL 11 7f� I '�q,��NA� �.�`�
u ���FFF��--- 15116"
63 P-3218 Screen Frame,Vert. Allmetal Alum 1/16 1116, L- 1116"
64 P-3321 Screen Frame Comer Key Allmetal Plastic REINF.IMPACT HOOK REINF.SBR/SSR L
65 1 P-3581 IScreen Cloth,18 x 16 Fiberglass Bettervue Fiberglass S-1112 3-1498
66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl PVC GLAZING BEAD PVC MTG RAIL COVER
67 P-3029 Screen Pull Tab Summit Alum 5-6064 S-6077
68 P-3033 Screen Spring,SS FI.Screen SS 9/2212017
70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
73 S-1112 Reinforcement,Impact Hooks Keymark Alum. 0 3/16 FL PE#58201
74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel O 1239 JABARA AVE.
NORTH PORT,FL 34288
LINE ITEMS NOT USED:
PH.941-380-1574
7,13,15-17,21-22,29,33-36,41-43,46,49-52,55,57-61,69,71-72 r 1 5116^ 1/2" SHEET DESCRIPTION:
6 �5"� 3116"-I r3„ ,1
L BOM AND EXTRUSIONS
SCREW SUPPORT DRAWN BY. DATE:
'
IMPACT HOOK P-3113 ADE 01/16/14
S-1577 DWG#: REV.:
CWS-882 B
SCALE: - SHEET
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 6
ANCHOR AT MIDSPAN
6"MAX.(TYP.) fIWWINL7DDOJ�(CJW+ SYSTEMS
6"MAX.(TYP.)
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
-- - - - - WWW.CWS.CC
II I I SEE NOTE 2
15" 8100 PVC
MAX.Q.C. SINGLE HUNG
(TYP.) IMPACT
�L— I O I INSTALLATION
ANCHOR(TYP.)
Z_owo0
W ZOZ �f=ZIll
_ ❑ Qwlj>-0Of3�m
I I 2Qpp4"(TYP.) Z ZmwW
4"(TYP.) I I U 0 U)z G.F-Lo a
(` ❑ z�0 ZI-7U)
4"(TYP.) --- --- LMTG RAIL z 0 ::)O v7 Z U V
H-LL�pOoz
OF �p-
r z
101/2" I I F 0❑r}��0�
MAX.O.C. I I uJ LL
(TYP.) W O tin lw-
X
z—
CL cc
0 _~0 WOO
a I- D- X m
4 `�p�``PNDREw�T i,�I
v No 58201 •'•11
4"(TYP.) NO ANCHORS REQUIRE SILL__-,- "fl
^1]. STATE OF ?W:
ANCHOR LAYOUT-(FLANGE) �O�'.F
.01.•,COR1�.'G�`��
NOTES: �� S�ONA'��NJ��
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL.
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
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. y
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017
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
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,FL 34288
SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574
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. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS 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. DRAWN BY: DATE:
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 01/16/14
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG 0: REV.:
CWS-882 B
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:
FMA/AAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) SHEET
1:15 5OF6
L.
TYPICAL HEAD ANCHORAGE
MIN.EMBEDMENT WINDOW SYSTEMS
MIN.EDGE DIST. SEE SABLE 1 SUBSTRATE
BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 - - 1/4'MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS - � WWW.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 o MIN.EDGE DIST. $�OO PVC
BYINSTALLER SEE TABLET
INSIDE AND OUT _ SINGLE HUNG
INSTALLATION ANCHOR IMPACT
SEALANT BEHIND � C7 � SEE TABLE 1
FLANGE BY INSTALLER 1/4"MAX.SHIM
,nI rr,�I���1 Q Z 3 Q Z 3
U O ~ oW0 <WOp
L W ZOZ <�zlW_-
~W�Z1-��
PERIMETER SEALANT LL Z Z= Q tr
BYINSTALLER W O O
INSTALLATION ANCHOR INSIDE AND OUT OU O U)O cj z a H a
SEE TABLE 1 SEALANT BEHIND O Z C7 j-Z H U)
'"-FL NE�GE BY INSTALLER Q Z LL ZO p LL
>- �
Q }Of Z� Ow-20_Z
T E0 MGLAZE U16 SEALANT AROUND po D \6��TYPICALHIRVIN AAMB ANCHORAGE Q 0 SEITION0 H-> ZO In
PERIMETER AT ALL INDICATED POINTS LL to W :E In p W W I_BETWEEN FRAME AND BUCK BY INSTALLER, LL =LL 0-O-co
1/4"MAX.SHIM Ex F D- ��a
SEALANT BEHIND -
FLANGE BY INSTALLER PNoREvv
PERIMETER SEALANT �( MIi N.EMBEDMENT `v�5:�..........
F v�py
BY INSTALLER SEE TABLE 1 v t� No 58201 "'�9
INSIDE AND OUT # * L
pro:
SUBSTRATE BY OTHERS %'9'. STATE OF
SEE TABLE 1 MIN.EDGE DIST. ��iOAF'A,(O R 10P
H� VERTICAISE CTION SEE TABLET �� ���ss'ONA;��a`���
6 TYPICAL SILL ANCHORAGE
z�
9122/2017
TABLE 1:APPROVED INSTALLATION FASTENERS a LUCAS A.TURNER,P.E.
SUBSTRATE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
CON ETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1 AVE.
BY INSTALLER NORTHTH PORT,
,PFL 34288
HOLLOW OR GR - LED CMU117 PCF MIN. 3/16"ITW TAPCON " INSIDE AND OUT
CMU(117 V 2PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" C HORIZONTAL SECTION
6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3/16"ITW TAPCON INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8"
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD ADE 01/16/14
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV:
INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF TAPPING/ FULL THREAD CWS-882 B
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE N IN ACCORDANCE WITH REQUIREMENTS AS SCALE:
SHOWN FOR FLANGE WINDOWS. SHEET
1:2 6 OF 6