HomeMy WebLinkAboutProduct Approval Business • Professional a'
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us BCIS Site Map Links I Search
Florida
Product Approval
>L I USER:Public User
t RECEIVED
Product Aooroval Menu>Product or Andication Search>Application List>Application Detail
FEB 111-WO
FL# FL17791-R4.
Application Type Revision ST. Lucie County, Permitting
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.
Comments
Archived l�
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 ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala; FL 34474
( 52)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave:
Ocala,FL 34474
(.352)368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Single Hung
Compliance,Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M.Urich, PE
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E1300 2004
ASTM E1886 2005
ASTM E1996 2009
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV...t23mL8Hod8soEUIkVGHP8GKJdSJN%2fRpJLm1u4OoBQ%3d%3d 2/12/20,4:05 PM
Page 1 of 2
Product Approval Method Method 1 Option A
Date Submitted 07/08/2019
Date Validated 07/14/2019
Date Pending FBC Approval
Date Approved 07/17/2019
Summa of Products..'
FL# Model,Number or Name Description
17791.1 SH-6100 Impact Vinyl Single Hung SH-6100 Vinyl Single Hung,Impact-
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17791 R4 C CAC 138-1356.odf
Approved for use outside HVHZ:Yes FL17791 R4__C CAC_138-561.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration.Date
Design Pressure: +50/-50 07/22/2022
Other:Max.size 53.125"x 76".WIND ZONE 3.Glass Installation Instructions
complies to ASTM E1300-04. FL17791 R4 I1 CWS-1068C.odf
Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
L1F 7791_RAAE EvalReport1068C.pdf
Created by Independent Third Party:Yes
Fom
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: -
-,Credit Card ;
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV...t23mL8Hod8soEUIkVGHP8GKJdSJN%2fRpJLmlu4OoBQ%3d%3d 2/12/20,4:05 PM
Page 2 of 2
S:
NOTE
SINGLE HUNG - LARGE MISSILE IMPACT 1.THEPGENERAL NOTE SHOWN HEREIN IS DESIGNED AND MANUFACTURED
(SHOWN W/DIFFERENT OPTIONS) TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT QwM0
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
W W W.CWS.CC
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY
HURRICANE ZONE(HVHZ)OR IN ASTM E 1996 WIND ZONE 4 AREAS.
54 3/8" 6100 PVC
FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) SINGLE HUNG
531/8" 3.CONFIGURATIONS:"0/X". IMPACT
MAX UNIT WIDTH
481116" 4.DESIGN PRESSURE RATING:
GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND Z ¢ 3
GLASS TABLES ASTM E-1300-04e01/09. ❑w 0 rn w 0
/� -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER w-j❑ <k Z w
INFILTRATION TEST PRESSURE AND GLASS TABLES Z O Z 0=——(-
ASTM E-1 300-0401109. o ¢W Z O 3:cc 2 m
Zw2<wwop
5.ANCHORAGE:THE 331/3./STRESS INCREASE HAS NOT BEEN USED OV OF U Qa H�❑a
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR ❑ Z—0 Z Z F]C/)
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR Z O O❑(/j ❑6—
WOOD ANCHOR CALCULATIONS. I-—LL2 Z U
771/4" 34 5/16" ¢ <¢O H F O Z
FLANGE B O
GLASS DLO }j O w
I B 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE 2 w
HEIGHT I NOT REQUIRED. 0 W cn❑w m-
cc ?—DCc0o
7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM w FF O CL_ >.
CSEALANT USED AT FIXED MEETING RAIL AND JAMB. ¢ w 3 w Cl)
SEALANT
" EL Ir
MAXI (_B 8.SERIES I MODEL DESIGNATION SH-61 00. 1%111112111"'
HEIGHT / CL
UNITI 9.THE DESIGNATION X AND 0 STA D FOR THE FOLLOWING: ��`�Q9`P..........
C......TGQ
5 X=OPERABLE SASH,O=FIXED SASH �Al JG F'••2�
D 34 5/16" 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
371/a" X
MAX I 5 GLASS DLO LOCATION. * :2=
SASH I '9: STATE OF :40
HEIGHT 11.EXTERNAL WEEP SLOT=1/4 x 1-1/2"LOCATED 5"FROM BOTH
4ENDS.
D
I 4, ONAI �•
�4SS/•. E���`�
�11//111111��
A , Lucas
5 �—J ' Turner
A� 2019-06-28 Z�
10:54+19:00
a7' 6/28/2019
GLASS DLO
4915116" LUCAS A.TURNER,P.E.
MAX SASH WIDTH FL PE#58201
2428 Old Natchez Trc Tri
Camden,TN 38320
PH.941.380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS DRAWN BY: DATE:
MAX. UNIT DESIGN PRESSURE EMK 05/26/15
GENERAL NOTES&ELEVATIONS.....1 IMPACT RATING DWG#: REV.:
SECTION VIEWS&GLAZING..............2 SIZE RATING
EXTRUSIONS&B.O.M.........................3 CWS-1068 C
ANCHOR SCHEDULE&NOTES..........4 53-1/8"x 76" +/-50 PSF LARGE MISSILE IMPACT SCALE:
INSTALLATION DETAIL.......................5 SHEET
1:20 1 OF 5
INTERIOR �nrty�}jm
ffl
7/8"OVERALL llWWIN((��(D(OOW SSYSSTEMS
2 14 1 9 3 13 2 1/8"ANNEALED 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
O T 7/16"AIRSPACE WWW.CWS.CC
4.
5118"LAMINATED
❑ 34
1/8"ANNEALED 6100 PVC
.090"DUPONT PVB INTERLAYER SINGLE HUNG
1/8"ANNEALED IMPACT
31SIKAFLEX 552 OR Z Q Z�PURFECTGLAZE"H" OwO Q Iw-OQ0 ZOZ QFZFjo
33 3 10 LL F¢-W�ZO�2=SECTION B-B Z��¢Qw000
Orn�OaPinIL
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, 5/8"GLASS BITE ZO O z Z?v Cn
RIGHT SIDE SHOWS SASH SECTION VIEW. Z U0:1 0)Z
¢�Ow�FO?
00�»HOZ
ly G:(130 w co w
mw OJmr-
2 26 3 Il (1 W�O ap=p}
II If a CL
fr
8 ❑ 1 I J� r' GLASS TYPE A �NOREbV+���i,
1:1 J�p` CENS'rG�Q
2
INTERIOR q �gL° J�, �: F ti
D'� C pl :�.' No 58201 '.11
o�
n n
3 I II I II S STATE OF .417
8 3 18 20 33 LJ U ;CnS:,�OR10P•'G��.`J
4gS+ONA�
3 I7 rl T�
31
5 6/28/2019
❑ i�
3
TI 3 LUCAS A.TURNER,P.E.
1 16 �� ❑���� 46 u FL PE#58201
n 11 4 I� a 2428 Old Natchez Trc32 Trl
TN
3 ILII SECTION D-D PH.94Camden,38 3
3 i 2 DEEP POCKET UNI-FRAME
6 SHEET DESCRIPTION: 1557474
s SECTION VIEWS AND
u u 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 r: REV.:
880 BALANCERS AND DEEP POCKET UNI-FRAME CWS-1068 C
(H-6193)REQUIRED FOR LARGER SASHES.(NOT scALE: SHEET
SHOWN IN SECTION B-B)
NOTE:ITEMS NOT SHOWN FOR CLARITY:38-41 1:2 2 OF 5
ITEM PART DESCRIPTION MATERIAL VENDOR FRAME CORNER CONSTRUCTION
1 H-6125 HEAD OUTERFRAME PVC ATN 37/18" 31/2" "1 F13/16"�{
9116" I
2 H-6125 JAMBS OUTERFRAME PVC ATN ❑
3 H-6126 SILL OUTERFRAME PVC ATN 3 21 WINDOW SYS VE.
4 H-6132 SASH SIDE RAIL PVC ATN J'� 1 2 OCA A, TH AVE.
5 H-6136 SASH BOTTOM RAIL PVC ATN 21/16 �I III 23/8" 1/18 WWW.CWS.CC FLORIDA 34474
6 H-6137 FIXED MEETING RAIL PVC ATN 1/16" 1/16" REINF.SSR HD
7 H-6135 SASH TOP RAIL PVC ATN 39/16" p 37/8" S-2006
8 S-6141 GLAZING BEAD PVC ATN 0 p 3/4" CORNER WELD(ALL SIDES) 6100 PVC
9 S-6142 I SASH STOP PVC ATN e D SINGLE HUNG
10 S-6143 ISCREEN ADAPTOR PVC ATN 13/16"
11 P-5085 WSTP QLON BULB VINYL AMESBURY IMPACT
12 P-5471 WSTP QLO N BU LB VI NYL AMESBURY •0�
13 1BALANCERS-CONSTANT FORCE RT 562 CALDWELL PVC FRAME HEAD&JAMB PVC FRAME SILL INTERLOCK Z 3� <Z3:
14 P-5392 SASH TILT LATCH NYLON CALDWELL H-6125 H-6126 S-2001 p UJ O <W p
16 P-5396 PIVOT BAR SS CALDWELL 5/16" 5116" 1 3/8" 3/4" Z O Z Q~Z F-
17 P-3515#8 x 5/8 PHIL FLAT WHITE SMS STEEL FASTENAL g – Q Co }O¢�m
18 P-4146#S X 3 4 PHIL FLAT tek STEEL FASTENAL 7— 10 Z Z W�<Q Lu _
16/16" .050" 9 518" 1/18" FIXED MEETING RAIL p p V¢=OF¢
19 P-3028 SETTING BLOCK RUBBER FRANK LOWE 1 T— L .
J_ 1 SCREWED TOGETHER WITH U O F-Z a F a
20 S-2001 INTERLOCK RAIL ALUM ASCEND •074" OUTERFRAME Z 7–Z F-7 N
21 S-2006 REINF SASH SIDE RAI HD ALUM ASCEND PVC GLAZING BEAD PVC SASH STOP 1.6 O Z p 0 Z O ti–
S-6141 PVC SCREEN ADAPTOR ¢—LL W O=O Z
22 S-2007 REINF BOTTOM RAIL ALUM ASCEND 8-6138 8-6143 ¢ Q O I-F-F
23 S-2005 REINF FMR ALUM ASCEND —�{ 1 7/18"FFH 1 11/16" ¢CL}U)p Z Uj
24 S-2009 REINF TOP RAIL ALUM ASCEND 1 7/16" }7 w O uj
�WfAOW(AW
26 P-3783 IMPACT LOCKS NYLON LAWRENCE 4 8 7� 7 Z=a- O¢O al
27 P-3784 IMPACT KEEPERS NYLON LAWRENCE 5 I W♦-¢ W0 (L?'W w
1 7/16" 1 7116" 1 7/8" 1 7/16" a � a. ¢ d
28 P-5420 WEEP COVER NYLON M&M I 1116" � 1/18" 1/16" 1/18"
31 HOTMELT SILICONE TRUSEAL L „tJ11113try"#,
32 P-3305 WSTP..270 X 187 SOFTTOUCH FIN ULTRAFAB �% tAOREVv i�
33 P-5425 WSTP .zoo X 5/8"X 5/8"DUST PLUG ULTRAFAB PVC SIDE RAIL PVC SASH BTM RAIL PVC SASH FMR PVC SASH TOP RAIL ``VPS�..........
CEN s
34 P-5421 HOLE PLUG NYLON H-6132 H-6136 H-6137 H-6138 :,;' No 58201 •'�1J L
35 GLASS ISEE SHEET 13/18".I x15/16" 9/18" 1..13/18"y *L tt •t*
36 P-4638 fI8X2-12PHI LTRUSS tek STEEL FASTENAL 9/18„ I 9/16"� I I
37 P-3218 SCREEN FRAME ALUM FLASCREEN I �L_IL__ I '��
38 P-4754 SCREEN CORNER KEY NYLON FLASCREEN �., STATE OF ;mak/`
39 P-3228 SCREEN SPLINE DAPA 1/18" i'i� T�0R'OpG\,�,��
40 P-3029 SCREEN LIFTS SUMMIT REINF.BTM RAIL REINF.FMR 1/16" REINF.TOP RAILS" �� a``��
41 P-3033 ISCREEN SPRINGS FLASCREEN S-2007 S-2008 S-2009
42 BALANCERS-CONSTANT FORCE RT 880
43 H-6157 HD FIXED MEETRI NG RAI L PVC VISION 37/16„
44 H-6193 UNI-FRAME SBO BALANCERS PVC VISION 1 11/1 6"
45 H-2115 REINF HD FMR ALUM KEYMARK
113/18 15/18'
46 S-6216 UNI-FRAME SI LL POCKET I NSERT PVC VISION
a4 � �'� 6/28/2019
47 5-6217 UNI-FRAME SCREEN RETAINER PVC VISION 21/16' 4 21/8" 43 45
1/16" 1 1I/9' 1116" Lo
13/16" LUCAS A.TURNER,P.E.
58201
39/1 s" o� L 1/18" FL PE Natchez
1116" 2428 Old NatchezTrc Trl
p PVC SILL POCKET INSERT REINF.HD FMR Camden,38 38320
p S-6216 PVC HD FMR H-2115 PH.941-380-1574
H-6157 6005A-T5 SHEET DESCRIPTION:
s/6" y a BOM AND EXTRUSIONS
PVC FRAME i— I 1/16„
H-6193 7116" DRAWN BY: DATE:
EMK 05/26/15
PVC SCREEN RETAINER DING#: REV.:
8-6217 CWS-1068 C
LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
15,25,29-30 1:2 30175
WI�U"lU/EMS
ANCHOR(9 MIDPOINT 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
6"MAX.(TYP.) 4"MAX.(TYP.) 8"MAX O.C.(TYP.) WWW.CWS.CC
6"MAX(TYP.) SEE NOTE 2 4"MAX.(TYP.) SEE NOTE 2
6100 PVC
SINGLE HUNG
6° IMPACT
MAX.O.C.
14" O (IYP.) O
MAX.O.C. 3 ¢Z O
�P') U-1 LU QwO�
/ �MTGRAIL / �MTGRAIL L- O=OQaW��
4"(TYP.) 4"THRU FRAME Z FF---0)Z CL Z~�a
(TYP) Z OZU�Z5V-
X INSTALLATION X < F—LL 0 0 U-z
ANCHORS(TYP.) INSTALLATION > ¢ Ow F=O—
ANCHORS(TYP.) i¢ir (n O F-Z vj
O�¢U)owcaw
4 / a x0�r~n
�(L a w w
a:
ANCHOR
SILL ANCHORS REQUIRED] NOTE THRU LAYOUT-(FLANGE) ANCHOR FRRAME ANCHORS] �4��PNORE vi,� �
CENSF T G�!�?��S
No 58201
gib: :2Z
'9: STATE
�"oo OR1QPG�2.
•����5•S�ONq,��pp
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. y
2.SHIM AS REO 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�
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 58201
t
2428 Old Natchez 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 IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
INSTALLATIONS INTO HOLLOW CMU REQUIRE THE USE OF 1X WOOD BUCKS BETWEEN THE PRODUCTAND 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. DRAwNSY: DATE:
EMK 05/26/15
B.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. DwO x: 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/AAMA/WDMA 300(EXTERIOR DOORS) 1:25 4 OF 5
MIN.EMBEDMENT SUBSTRATE
TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS
MIN.EDGE DIST.
1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE usiomo
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SUBSTRATE BY OTHERS www.SEE TABLE 1 FLORIDA 34474
1/4" MAX.SHIM WWW.CWS.CC
SEE TABLE 1 O MIN.EDGE DIST.
SEE TABLE 1
MIN.EMBE
PERIMETER SEALANT SEE TABLEDMENT INSTALLATION ANCHOR 6100 PVC
BYINSTALLERSEETABLE I SINGLE HUNG
INSIDE AND OUT ME; I
SEALANT BEHIND
SEE TABLE MEM IMPACT
FLANGE BY INSTALLER [� 1/4"MAX SHIM
LJ❑ � Z � ¢Z p
❑ RUPERIMETER SEALANT Z W_j Op ¢w Z W
PERIMETER SEALANT �] BYNSTALLER Z O Z CC Z F-
BY INSTALLER u® INSIDE AND OUT 0 Q u) }O a: Fn
F-W Zf-3: 2
INSIDE AND OUT INSTALLATION ANCHOR Z Z 2¢¢w OO
SEALANT BEHIND SEE TABLE 1 0 O F O Z a M,W
FLANGE BY INSTALLER SEALANT BEHIND Z- Z 7 CO
INSTALLATION ANCHOR � RN BY INSTALLER O(D U uj-j U-
SEE TABLE 1 B HORIZONTAL SECTION L� l HORIZONTAL SECTION } < LLNO O O LLO Z
5 TYPICAL JAMB ANCHORAGE 5 HEATYPID AND SILL SIMILAR FOR FIN INSTALLATION CAL FIN ANCHORAGE I= Q O O Z rn
OC'¢u})ow0)w
AARND'
OUS DBL 114"BEAD OF SEALANT Zoo-w O Zj Co P
ERIMETER C@ ALL INDICATED NOTE:ADDTIONAL THRU-FRAME ANCHORS ?-a ¢O-Co
ETWEEN FRAME AND SUBSTRATE (AS SHOWN IN DET.B/5)REQ'D AT MTG RAIL. w F O (.x Er>-
LLER SEE SHEET 4 ANCHOR LAYOUT. a Ir
w a U)
SEALANT BEHIND
1/4"MAX.SHIM *%';'C' ENFLANGE BY INSTALLE ••No 58201 '?)PERIMETER SEALANT
BYINSTALLER INSIDE AND OUT :•• STATE OF41
SUBSTRATE BY OTHER ++++��CS"..O R fOA•'\����
SEE TABLE 1 �1 VERTICAL SECTION
O i++s O �Jtt�
/7�Np11U t
5 TYPICAL SILL ANCHORAGE
NO SILL ANCHORS REQUIRED
TABLE 1:APPROVED INSTALLATION FASTENERS 6/28/2019
FRAMETYPE SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. n
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"INV TAPCON 1" 1-1/8" Lt LUCAS A.TURNER,P.E.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"RW TAPCON 1" 2" FL PE#58201
PERIMETER SEALANT 2428 Old Natchez Trc Tri
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" BY INSTALLER Camden,TN 38320
FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-3/4" 2-1/2„ INSIDE AND OUT PH.941-380-1574
HORIZONTAL SECTION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8„ 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 1-3/8" 718" INSTALLATION DETAILS
16 GAUGE(0.06011)MIN.STEEL STUD #10-16 HILTI KW IK-FLEXOR ITN 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.(6063-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" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-1068 C
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
NOTE:UNIF-FRAME OPTIONS NOT SHOWN. 1:2 5 OF 5
i