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' € FL# FL17791-114
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
r `r,
Comments
Archived Q
Product Manufacturer Custom Window Systems Inc.
' a 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
352 368-6922 Ext291
jlathrop@cws.cc
OrCategory Windows
�X�v i Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich, PE
Validation Checklist-Hardcopy Received
°yt
a_
! Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2008
c ASTM E1300 2004
" T` ASTM E1886 2005
ASTM E1996 2009
to �
Equivalence of Product Standards
�nxCertified By
}
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV...t23mL8Hod8soEUlkVGHP8GKJdSJNl2fRpJLmlu40oBQ%3d%3d 8/20/19,3:50 PM
Page 1 of 2
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Product Approval Method Method 1 Option A
§ Date Submitted 07/08/2019
Date Validated 07/14/2019
Date Pending FBC Approval
t` Date Approved 07/17/2019
a{ Sum ro �-
F FL# Model,Number or Name Descll 1p 1on
17791.1 SH-6100 Impact Vinyl Single Hung SH-6100 Vinyl Single Hung,Impact
f Use Certification Agency Certificate
v Approved for use in HVHZ: No FL17791 R4 C CAC 138-1356.odf
Approved for use outside HVHZ:Yes FL17791 R4 C CAC 38-561.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
y Design Pressure:+50/-50 07/22/2022
Other: Max.size 53.125"x 76".WIND ZONE 3.Glass Installation Instructions
complies to ASTM E3300-04. FL17791 R4 II CWS-1068C.pd
;,4 y Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
•'?
., Evaluation Reports
r FU7791 R4 AE EvalReport1068C.pd
Created by Independent Third Party:Yes
_m
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The Stale 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
as
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 which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click tt4.ip—.
r
Product Approval Accepts:
R ��� � Credit Card
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https://www.floridabuilding.org/pr/br_app_dtl.aspx?param=wGEV...t23mL8Hod8soEUlkVGHP8GKJdSJN%2fRpJLm1u400BQ%3d%3d 8/20/19,3:50 PM
Page 2 of 2
SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES:
(SHOWN WDIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
1 TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION AND IS RATED FOR MISSILE LEVEL D IMPACT USE IN WIND 1900 SW 44TH AVE.
ZONE 3 AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474
WWW.CWS.CC
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY
HURRICANE ZONE IHVHZI OR IN ASTM E 1996 WIND ZONE 4 AREAS.
54 3/8" 6100 PVC
FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) SINGLE HUNG
MAX UNIT WIDTH 3.CONFIGURATIONS:"0/X IMPACT
49 1116" 4.DESIGN PRESSURE RATING:
GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ¢ w-j o ¢�Z w
INFILTRATION TEST PRESSURE AND GLASS TABLES z 0 Z ¢——F-
ASTM E-1300.04e01/09. ri H_w Z O��2
Z zx�¢¢wp0
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED U 00 O()a� --C,-
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR rn z 0 a
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR z Z U zFxU)
0 C6Z: )—
WOOD ANCHOR CALCULATIONS. p—LL.g 0 0 w U
345/16" >-
771/4" GLASS DLO. Er
FLANGE B O I B 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE of x�:Y=) O N
HEIGHT I NOT REQUIRED. F Ow a¢to o w in w
zrnw O_irnf-
7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM a w�O a Ox Co
�>
C' SEALANT USED AT FIXED MEETING RAIL AND JAMB. a a: CC
a
MAXNII i 5 B.SERIES/MODEL DESIGNATION SH-6100. P�.�NCRE S,��� I
HEIGHT I 0 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: `���5 P C EM••
5 X=OPERABLE SASH,0=FIXED SASH �-Z 0: F'•.,2.
�.' No 58201 ••�?�
371/4" X D 34 5/16" 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
MAX I s GLASS DLO LOCATION.
HEIGHT I 11.EXTERNAL WEEP SLOT=1/4 x 1-1/2"LOCATED 5"FROM BOTH �Q F7A7E OF ;4u
4 D I ENDS. F .<pR1QP•�2`�
iOfVA lt��G,p
I OOC C
I (�
5 C + C) Co
N y�
A °'
47^ CD
6/28/2019
GLASS DLO
49 15/16" LUCAS A.TURNER,P.E.
MAX.SASH WIDTH FL PE#58201
2428 Old Natchez Trc Trl
Camden,TN 38320
PH.941.380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS DRAW DATE:
MAX. UNIT DESIGN PRESSURE EMK 05/26/15
GENERAL NOTES&ELEVATIONS.....1 IMPACT RATING 1h REV.:
SECTION VIEWS&GLAZING..............2 SIZE RATING DWG
EXTRUSIONS&B.O.M.........................3 CWS-1068 C
ANCHOR SCHEDULE&NOTES..........4 53-1/8n x 76" +/-50 PSF LARGE MISSILE IMPACT SCALE:
INSTALLATION DETAIL.......................5 SHEET
1:20 1 OF 5
INTERIOR
718"OVERALL WINDOW SYSTEMS
ffl
2 14 4 1 9 3 13 2 1/8"ANNEALED 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
7/16"AIRSPACE WWW.CWS.CC
5/16"LAMINATED
❑ 1/8"ANNEALED 6100 PVC
.090"DUPONT PVS INTERLAYER SINGLE HUNG
E1/8"ANNEALED IMPACT
1 ®fl ❑ Q® SIKAFLEX 552 0R
StJ1 Lt 31 PURFECT GLAZE"H" —W O N W p O
Q 0
9 8 35 33 37 10 Q 0 3>.O M?y E
8 ❑ LL F-W Z I— —
y SECTION B-B z Z F<M W O O
Z ~¢
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, 5/8"GLASS BITE o Z—rn Z��y
RIGHT SIDE SHOWS SASH SECTION VIEW. Z 001
vi
F ZLL20 LZ
gr5 o
27 26 3 it rt z t CL
o w�0_j U)
�cc ¢twin
I-.. ...., D-
e ❑ 17 `' U-<r.4 �f> *� GLASS TYPE A %,,,�quurrrrgq,
24 INTERIOR 45 ' 1:1 pr?.PCENS%.'Qyy�i
❑ 7 43 I'� i )}t� No 58201
�$ 3 11 LI I II 'P STATE OF 4L;W�
6 23 18 0 33 Fri I_.,, I rj � ....
IIII II f I--_-�'S �isSr��A11��`���
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35
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❑ s f �� �� 44 6/28/2019
17 3 3 LUCAS A.TURNER,P.E.
1 18 ( FL PE#56201
11 q ' I 2428 Old Natchez Trc Trl
37 SECTION D-D Camden,TN 38320
3
2 DEEP POCKET UNI-FRAME PH.941-380-1574
6 SHEET DESCRIPTION:
� 3
p p SECTION VIEWS AND
g GLAZING DETAIL
DRAWN BY: DATE:
SECTION A-A SECTION C-C NOTES: EMK 05/26/15
ALTERNATE HD MEETING RAIL FIN FRAME AVAILABLE FOR BOTH UNI-FRAME
AND UNI-FRAME AND STANDARD FRAME TYPES. DWG#: REV.:
880 BALANCERS AND DEEP POCKET UNI-FRAME CWS-1068 C
(H-6193)REQUIRED FOR LARGER SASHES.(NOT SCALE:
SHOWN IN SECTION B-B) SHEET
NOTE:ITEMS NOT SHOWN FOR CLARITY:38-41 1:2
20F5
ITEM PART DESCRIPTION MATERIAL VENDOR FRAME CORNER CONSTRUCTION I]/-II`7j
1 H-6125 HEAD OUTERFRAME PVC ATN 3 7/16"
31/2" ^I 9/16" r13/16"1 I\�/I
2 H-6125 JAMBS OUTERFRAME PVC ATN 0�=
3 H-6126 SI OUTERFRAME PVC ATN 3 1 WINDOW SYSTEMS4 H-6132 SASH SIDE RAIL PVC ATN 0121900 SW 44TH AVE.
5 H-6136 SASH BOTTOM RAIL PVC ATN 21/16" 23/8" 1ltg° OCALA,FLORIDA34474
WWW.CWS.CC
5 H-6137 FIXED MEETING RAIL PVC ATN 1116" 1/18" REINF.SSR HD
7 H-6138 SASHTOPRAIL PVC ATN 39/16" 37/8" S-2006
8 S-6141 GLAZING BEAD PVC ATN 3/4" CORNER WELD(ALL SIDES) 6100 PVC
9 S-614 SASH STOP PVC ATN o 0 1.8
10 5-6143 SCREEN ADAPTOR PVC ATN 13/16" SINGLE HUNG
11 P-5085 WSTP QLON BULB VINYL AMESBURY IMPACT
12 P-5471 WSTP QLON BULB VI NYL AMESBURY .050"
13 BALANCERS-CONSTANT FORCE RT562 CALDWELL PVC FRA HE6H25D&JAMB PVC FRAME SILL INTERLOCK Z � Q Z 3:
14 P-5392 SASH TILT LATCH NYLON CAI-DWELL I H-6126 S-2001 0 w 0 to w 0 p
16 1 P-5396 PIVOT BAR SS CALDWELL 5/16„ w J 0 a Z w
5/16" 1 318"--��II 3/4" Z O Z --
17 P-3535 #8 x 5 8 PHIL FLAT WHITE 5M5 STEEL FASTENAL I O Z O m
Z Z �<CC
18 P-4146#8 X 3 4 PHI FLAT tek STEEL FASTENAL 15118" .050" 1/1610 FIXED MEETING RAIL 0 0 Z Q w p O
19 P-3028 SETTING BLOCK RUBBER FRANK LOWE 7--- L SCREWED TOGETHER WITH U U�0 U a rj d
20 5-2001 INTERLOCK RAIL ALUM ASCEND 1 •074" OUTERFRAME Z- Z Z W
21 5-2006 REINF SASH SIDE RAJ HD ALUM ASCEND PVC GLAZING BEAD 1:8 O O O fA- U-
PVC SASH STOP PVC SCREEN ADAPTOR Z U Z 0 LL U
22 S-2007 REINF,BOTTOM RAIL ALUM ASCEND S-6141 S-6138 S-6143 > ¢ p w P 0-
23 5-2008 REINF,FMR ALUM ASCEND 17/16 21/g" 17/16" �+-111A6" Q }j O2
24 S-2009 REINF TOP RAIL ALUM ASCEND I LLO CI CL OJ CI LU N W
26 P-3783 IMPACT LOCKS NYLON LAWRENCE 4 6 6 --lJ _=w O I--'
27 P-3784 IMPACT KEEPERS NYLON LAWRENCE xZ F 0 a-O N
28 P-5420 WEEP COVER NYLON M&M 1 7/ 1 7/16" 1 7/8" 1116" 1 7/16" 1/16" I- wa Ir w
31 HOTMELT SILICONE TRUSEAL 1/16 IIL 1/16 IIIL JII d
32 P-3305 WSTP. .270X187SOFTT000HRN ULTRAFAB ,��P��Pp10REl1R�r4�p
33 P-5425 WSTP .200 X 5 8"X 5 8"DUST PLUG ULTRAFAB PVC SIDE RAIL PVC SASH BTM RAIL PVC SASH FMR PVC SASH TOP RAIL ���GPG'-\.\6 EN$F
34 P-5421 HOLEPLUG NYLON H-6132 H-6136 H-6137 H-6138 JJ (�G
35 1 GLASS I SEE SHEET 2 No 56201 :13
36 P-4638 SCREEN RPHILTRUSStek STEEL FASTENAL I 9116„ 9/16" H13/16"�{
37 P-3218 SCREEN FRAME ALUM FIASCREEN 3 '9=, STATE OF :Ul+
38 P-4754 SCREEN CORNER KEY NYLON FLASCREEN •F
39 P-3228 SCREEN SPUNE DAPA 1/16" 1/16„ ���cnS:•�aRtQ�'���.`
40 P-3029 SCREEN UFTS SUMMIT REINF.BTM RAIL REINF.FMR REINF.TOP RAIL
6u
41 P-3033 SCREEN SPRINGS FLA SCREEN S-2007 S-2008 S-2009
42 BALANCERS-CONSTANT FORCE RT880
43 H-6157 HD FIXED MEETRING RAIL PVC VISION 37116"'
44 H-6193 UNI-FRAME 880 BALANCERS PVC VISION
45 H-2115 REINF HD FMR ALUM KEYMARK
46 S-6216 UNI-FRAME SI U.POCKET I NSERT PVC VISION 113/18"�1 15/16"1 6/28/2019
47 S-6217 UNI-FRAME SCREEN RETAINER PVC VISION 1-wn
44 I 46
21l18" 21/8" 43 45
1l16" t i/.e° 111g" 1 g/1g° LUCAS A.TURNER,P.E.
3 � 1/16" FL PE#58201
" 2428 Old Natchez Trc TrI
PVC SILL POCKET INSERT REINF.HD FMR Camden,TN 38320
S-6216 PVC HD FMR H-2115 PH.941.380-1574
H-6157 6005A-T5 SHEET DESCRIPTION:
sre" a BOM AND EXTRUSIONS
PVC FRAME
H-6193 7/16° 1/18 DRAWN BY: DATE:
EMK 05/26/15
PVC SCREEN RETAINER DWG#: REV.:
S-6217
CWS-1068 C
LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. SCALE:
15,25,29-30 SHEET
1:2 3OF5
WINDOW SYSTEMS
ANCHOR @ MIDPOINT 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
6"MAX.(fYP.) 4"MAX(TYP.) B"MAX.O.C.(TYP.) WWW.CWS.CC
6"MAX(TYP.) SEE NOTE 2 4"MAX(TYP.) M SEE NOTE 2
/ J
/ 6100 PVC
SINGLE HUNG
e" IMPACT
MAX O.C.
14" O (T'YP) O
MAX.O.C. _ Z 0
(TYP-) WJO ¢Fw-Ow
/ j
ZOZ DCFZF-
L 0 ;Q-w�Z0Er
2MTG RAIL �MTG RAIL _
/ / Z Z=2¢CCW O
4"(TYP.) 4"THRU FRAME—I'
u~i Z a P U)D_
(TYP-) Z_C* ZF'ON
X INSTALLATION X O[-?,:5;O 0 LL Z
ANCHORS(TYP.) INSTALLATION > ¢�O w t-=O_
ANCHORS(TYP.) 2 Q �U F-Z Uj
n OO cru)pwu)w
4 IJ Da ZLn O_jm
=acxw0 — F
Ir a wM w
ANCHOR LAYOUT-(FLANGEI ANCHOR LAYOUT-(FIN) \p uur �� ,
[NO SILLANCHORS REQUIRED] [NOTE THRU FRAME ANCHORS] N\\\ ORE �I,,,
No 5820i' :-P
.9�• STATE OF ••41
i0,(i',R p
.0 F • O R 10. C'9\����
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.
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.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 6/28/2019
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 56201
2428 Old Natchez
chez Trc Trl
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 Camden,TN 38320
SPECIFIED IN TABLE 1,SHEET 5. PH.941-380.1574
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 INTO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCTAND SUBSTRATE.
INSTALLATIONS INTO HOLLOW CMU REQUIRE THE USE OF 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3-9/16"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:
EMK 05/26/15
S.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 s: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEt,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1068 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), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAM/DMA 300(EXTERIOR DOORS) 1:25 4 OF 5
MIN.EMBEDMENT SUBSTRATE
TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS �l5[YN7C4llI/LI[IlY Ir\/(�I"/�I
MIN.EDGE DIST.
1/4"MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS
SEE TABLE 1 SEE TABLE 1 BY OTHERS OCA A,FLORIDAAVE.
SEE TABLE 1 OCALA, LORI 34474
SUBSTRATE BY OTHERS 114'MAX SHIM WWW.CWS.CC
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR 6100 PVC
BY INSTALLER SEE TABLE 1 SINGLE HUNG
INSIDE AND OUT
SEALANT BEHIND
SEE TABLE EMBEDMENT IMPACT
FLANGE BY INSTALLER 1/4" MAX SHIM Z ¢Z
Q® PERIMETER SEALANT W uj O W W o oW
PERIMETER SEALANT BY INSTALLER Z 0 Z DC F
BY INSTALLER INSIDE AND OUT Q y > O cc m_
F W ZF-�g2
INSIDE AND OUT INSTALLATION ANCHOR Z ¢ W p O
SEALANT BEHIND SEE TABLE 1 O 0 .Q H,
FLANGE BY INSTALLER SEALANT BEHIND Z �Z Z CO a
INSTALLATION ANCHOR ^ FIN BY INSTALLER O Z V(6 Z I.-
0 W
SEE TABLE 1 /B, HORIZONTAL SECTION r' C� HORIZONTAL SECTION ¢Z W w p O OW Z
5 TYPICAL JAMB ANCHORAGE 5 TYPICAL
D U
AND SILL SIMILAR FOR FIN INSTALLATION HEAD ¢ Z y
OD CcU)0WInW
A
OUS DBL 1/4"BEAD OF SEALANT W u)w p-1 to F
PERIMETER @ ALL INDICATED NOTE:ADDTIONAL THRU-FRAME ANCHORS d Z—d ¢0_
ETWEEN FRAME AND SUBSTRATE (AS SHOWN IN DET.B/5)REQ'D AT MTG RAIL. W�O O.2
LLER SEE SHEET 4 ANCHOR LAYOUT. a Lu
a � a
SEALANT BEHIND1/4"MAX.SHIM r��5 P TL�4
VP:.��GBNSF•.'P24
FLANGE BY INSTALLENo 58201 9PERIMETER SEALANTBYINSTALLER
INSIDE AND OUTSUBSTRATE BY OTHER � �O,FS' O R 10••'��p+
SEE TABLE 1 �H \ VERTICAL SECTION hS�aolive ,
5 TYPICAL SILL ANCHORAGE
NO SILL ANCHORS REQUIRED
TABLE 1:APPROVED INSTALLATION FASTENERS 6/28/2019
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"I W TAPCON 1" 1-1/81, LUCAS A.TURNER,P.E.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"HW TAPCON 1" 2" FL PE#58201
PERIMETER SEALANT 2428 Old Natchez Trc Trl
FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1" BY INSTALLER Camden,TN 38320
FLANGE GROUT-FILLED CMU(ASTM G INSIDE AND OUT90) 3/16"ELCO ULTRACON 1-3/4" 2-1/2" PH.941-380-1574
(a) HORIZONTAL SECTION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"I1V/TAPCON 1-3/81' 7/8" 5 BOX FRAME INSTALLATION SHEET DESCRIPTION:
OR ELCO ULTRACON SIMILAR FOR HEAD AND SILL FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" INSTALLATION DETAILS
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED; DRAWN BY: DATE:
1/8"ALUM.(6D63-TS MIN.)OR #10 GRADE 5 SELF-TAPPING! FULL THREAD EMK 05/26/15
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#. REV.:
FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1l2" 1/2" PRODUCTINSIDE AND OUT,FULL PERIMETER,BY INSTALLER.ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS 1068 C
SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
NOTE:UNIF-FRAME OPTIONS NOT SHOWN. 1:2 5 OF 5