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• FL# FL16177-R2
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 ]ay 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 =SingleHun
Subcategory
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
—7 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
J! Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 R2 COI EvalReport812C.odf
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
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBIPrafAGHlxlsgtjUObEAbzoQ%3d%3d 1/2
9/7/2018 Florida Building Code Online
s
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 10/03/2017
i
Date Approved 12/12/2017
i
Summary of Products
I '
F Model,Number or Name i Description
16177. SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
Imits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16177 R2 II CWS-812C.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:SH-8100 PVC Impact,no sill anchors required. Safety FL16177 R2 AE EvalReport812C.pdf
glazing required on outer lite above 30 ft. in HVHZ. Glass j Created by Independent Third Party: Yes
complies to ASTM E1300-04.
i
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r.nnfart 11,;::7601 Blair 9mne Rnad,Tallahassee Fl.32399 Phnne:850-487-1824
The State of Florida is an AA/EEO employer.Copy�ght 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
mall 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:
Mr ® 00199 M
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBIPrafAGHlxlsgtjUObEAbzoQ%3d%3d 2/2
SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WI
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE.(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR W IND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
53 1/8"MAX.OVERALL FLANGE WIDTH 8100 PVC
3.CONFIGURATIONS:"O/X".
51[F- 718"MAX.UNIT WIDTH SINGLE HUNG
4711/16"GLASS DLO— 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/O9.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER < z Q z
-- -- -- INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01/09. z w o o ¢w w
Lu zOz_ D:�ZI-
63" _ __ __ I _ 5.ANCHORAGE:THE 33 1/3`/`.STRESS INCREASE HAS NOT BEEN USED 0 uc W 3 Z 0�
MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z=m¢D
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 0 t-O U¢a=FO cc
FLANGE ANCHOR CALCULATIONS. U 0 u)~z F in a
HEIGHT O ? 0 Z U�--
B I B 26 13/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE H- U) O LL O
DOSS NOT REQUIRED. Df <Q p H-F 0 z
Q R (nU-2
I I 7.ALL FRAMES AND VENTS FULLY WELDED,SMALL JOINT SEAM SEALANT w 0 O >-O w O w
61 3/4" I USED AT FIXED MEETING RAIL AND JAMB. � Z w 0�w I-
UNT p w1=-0 O_a:
HEIGHT 8,SERIES/MODEL DESIGNATION SH-8100. W r=- a i W
9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: CL
��puu�n.p�
X=OPERABLE SASH,O=FIXED SASH ��P 1DREW l��
303116" I I 10.SECTION CALLOUTS APPLY TO AL ` q�?.4�GEtJ$��%Q
MAX. 2s 7/8" L ELEVATIONS IN A SIMILAR y
LOCATION.
SASH `, I GLASS +-.i No 58241 •'.7�;,
HEIGHT x I DLO
g 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS.
I I 6 'I�4�E` T�O R 1 P'•�c�t:J
-_- __ --- LucasTurne
6F::::::: A r
F
451/16" 2017-09-22 Z�
GLASS DLO 13:36-04:00
48 3/8" 9/22/2017
MAX.SASH WIDTH --
LUCAS A.TURNER,P.E.
FL PE#58201
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 BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING
SECTION VIEWS.................................3 RATING DWG H: REV:
EXTRUSIONS&B.O.M........................4 CWS-812 C
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE:
INSTALLATION DETAILS....................6 SHEET
1:15 1 OF 6
wlNDow sysrErls
1900 SW 44TH AVE.
'- ---- - OCALA,FLORIDA 34474
www.cws.cc
8100 PVC
SINGLE HUNG
IMPACT
K 3: ¢z�
I ow0 aWOW
Z W J D
W ZOZ_ w—Z t-
o H-w Z��22
7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS ZO ZO Iz-2O a S W 00 0
1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED V V to W z D-F-W a
7/16"AIRSPACE 7/16"AIRSPACE Q O Z V U)Z c V V
I'--iL200La:QZ
5/16"LAMINATED GLASS 5/18"LAMINATED GLASS Of m<O F-~F Z
1/8"ANNEALED 1/8"ANNEALED W OLL uj U)0n- 0 W V)W
V1 W
.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT W F O d z It}
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1/8"ANNEALED 1/8"ANNEALED a I=- a � a
QUANEX DURASEAL QUANEX DURASEAL �� NORE4y p
IG SPACER IG SPACER �� �,
47 PURFECT GLAZE"H"OR SIKAFLEX 55'2 4 PURFECT GLAZE"H"OR SIKAFLEX 552 �;`VP`?•P�G E........
..Vol'
14 1/2"GLASS BITE 14 1/2"GLASS BITE * No 58201 •.��7;,
48 48C
'9•; STATE OF W+`
3 O'�F•c�O R
1 1 •,�SS�0NA���`J�`,•
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FIXED LITE SASH LITE 9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
BAT 06/18/12
DWG#: REV.:
CWS-812 C
SETTING BLOCKS PER FBC 2411,3.3.1 13 ALE: SHEET
1:1 2 OF 6
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
45 32 2 53 1 38 13 3 32 24 45 www.cws.cc
8100 PVC
° 70 ® _ SINGLE HUNG
p IMPACT
4 d
' 0 z O Z w- W
00
14 32 li Fw�ZI- 3:2T
3 14 54 14 6 6663 19 4 Z ZS2QWwp0O OHOVQ=Fx
SECTION B-B v UU)t--ZCLP<nD-
54
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LEFT SIDE SHOWS FIXED SECTION VIEW, z¢ Z v Zp O10-RIGHT SIDE SHOWS SASH SECTION VIEW. <:p F O
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' INTERIOR ..
48 �v. No 58207 •'.1S"
62
STATE OF
14
53
g 10
66
t fi 9/22/2017
0 6
2 74 LUCAS A.TURNER,P.E.
FL PE#58201
3
30 1239 JABARA AVE.
pp NORTH PORT,FL 34288
o PH.941-380-1574
0 SHEET DESCRIPTION:
SECTION A-A SECTION VIEWS
DRAWNBY: DATE:
BAT 06118/12
DWG#: REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C
20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET
1.2 30F6
PARTS LIST FRAME CORNER /meq
REM PART 1 DESCRIPTION VENDOR MATERIAL 31/8• x{ CONSTRUCTION f l rin(C990 •�/�//
1 H-6031 Main Fr.,SH,wlFlg.,PVC,Head Mikron Vinyl I V(9lS'n?J UU(Y
2 1 H-6031 IMain Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl 1 15/16" WINDOW SYSTEMS
3 H-6031 Main Fc,SH,w/Fig.;PVC,L.Jb. Mikron Vinyl 2 �r 23116 OCA A, LTH AVE.
4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl OCALA,FLORIDA 34474
6
6 5-1577 Impact Hook Keymark Alum 3 I� 10 W W W.CW S.CC
6 H=6027 Sash Meet.Rail,PVC Mikron Vinyl 2 11/16" 4 15/81, `-J 1 5f8"
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum �I 1116" I ,,,6^ 8100 PVC
10 H-6028 Sash Bottom Rall,PVC Mikron Vinyl p—� Ff_ 1116• CORNER WELD
12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl I (ALL SIBDES) SINGLE HUNG
13 S-1498 Reinf.S.B.R./S.S.R PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 IMPACT
14 S-6064 Glz.Bd.,7/8" Mikron Vinyl
18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl
19 S-6014 Scrn.Adapt.,PVC,Vert. Mikron Vinyl I.-1 1/2" ~ o W O W W o
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 z W O C) I-z
�{ 13/16" W zZ 23 < —W
24 P-2190 Balan99 ce Est
SBR Keymark Alum 911 1 � ' 1 u.0 FLU Z O��
Z zx2<W
25 P-3059 Sash Cam,PVC BSI Plastic O O U)O a-W O O
26 P-3046 Take Out ClipBSI SS IIII 1 518 2L
1/16" v O�n U-Z° 1=-r~n a
1116" fff111 FIXED MEETING RAIL O z—rn—Z F.7
27 P-3783 Lock,Impact,PVC Interlock L I SCREWED TOGETHER WITH z O O U V O V-
28 P4069 Keeper,Impact,PVC Interlock Zamac �f 1/16^ OUTER8RAME } Q? W z O 0 U
REINF.,IMPACT HOOK-1112 of p w�H O?
30 P-3215 Weep Cover wl Flap Gaer Plastic ¢ W O z uj
32 P-3429 Wslp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 W OL O tY r}A p W W W
37 P4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel z a O�rn I-
of 0
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16" 9/16 a0 W H 0 w Z:
39 P4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 172., ,,78^ a W 3r Luul
40 P4264W#8 x 314 FH PH w/#6 Head,TEK,W ht. Hub City Steel 20 7 5/16
44 P-3342 Seam Sealer,SM-5504 Schnee 7/8" ` NORE ���4�
45 P-3752 Cap Plug,1/2"Hole M&M Nylon L 1/16" 1116" 045^ 1/16" 41%s P�GENg'rG¢�4
47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel JQ,Ci
.48 P-3352 Set.Elk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 No 58201
51 P-3881 Temporary Lbl.(NERC/DP) *:
52 P-3613 CWS Lbl.(logo) Pro Label "
53 Sash SEE SHEET2 GLASS J/45/tl 1/4" F- '9 STATE OF
54 Fixed SEE SHEET2 GLASS 3116" 7314" 7 •i3Oo'•.•, Pr 4'J
T 1 23 I 9 14 ii�t('%:•COR 1 O.•'�\Z�
56 P-3281 Spacer Duraseal 19
15/116" ,116" �i, 1/16 7/}' �i�--1 /ONA%-S,,%%
62 P-3218 Screen Frame,Horiz. Allmetal Alum 1116
63 P-3218 Screen Frame,Vert. Allmetal I Alum REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064
64 P-3321 Screen Frame Comer Key Allmetal Plastic
65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass
66 P-3228 Screen Spline,.155 Dia.,Bilk. Dapa Vinyl
67 P-3029 Screen Pull Tab Summit Alum
68 P-3033 Screen Spring,SS FI.Screen SS 9/22/2017
70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rail Keymark Alum 0 3/16" FL PE#58'201
72 S-6063 Cover,Fixed Rail Mikron Vinyl Q 1239 JABARA AVE.
735-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel
PH.941-380-1574
16" SHEET DESCRIPTION:
3/1
LINE ITEMS NOT USED: 6" 3/16"
5,7,11,15-17,21-22.29,31,33-36,41-43,46,49-50,55,57-61,69 6 � I- 3"--y BOM AND EXTRUSIONS
T 70
SCREW SUPPORT-3113 DRAWN BY: DATE:
IMPACT HOOK BAT 06/18/12
S-1577 15WG ft REV.:
CWS-812 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. scALe-- SHEET
1:2 4OF6
l�(Sflayl®��
6"MAX.(TYP.) 17°MAX.O.C.(TYP.) WINDOW SYSTEMS
6"MAX.(TYP.) - - __ __ _ 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
SEE NOTE 2
101/2', 1 1 8100 PVC
MAX.O.°. SINGLE HUNG
(TML O
INSTALLATION IMPACT
ANCHOR(TYP.)
I I Q Z Qz�}
I F ❑WU -1 0Lu 0❑
❑ ZwO E>-0X3:M
�MTG RAIL Z Z=M Q w w o o
0 00Q=F0:
4"(TYP.) 0 Q Z a F-cn D-
I I ❑ z��-ZF7rn
Q Q--LLMoOLLZ
2�}B}IW-FNZ-.
101/2" O }
/\ F O �
MAX.O.C. W 0 > O W to W
(TYP.) D! Zed O_jV)N
I I 0 WHO IL
a:
F aX W
ww3:ww
�J
4°(TYP.) .%0 BORE W
-- -- -- ���y P
4"(TYP.) NO ANCHORS REQUIRED No 59201 •'��'P
ANCHOR LAYOUT-(FLANGE)
'9 STATE OF
NOTES:
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 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. 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. BAT 06/18/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTFATES MAY NOT BE CRACKED. DWGrc: 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: CWS-812 CscALE:
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) SHEET
1:15 5 OF 6
TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT v"""""®"""•IILLLLLL%%%JJJ(II/�(
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE WINDOW SYSTEMS
BY OTHE _ _
SEE TABLE 1 - 114°MAX.SHIM - SEE TABLERS 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS - WWW.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST.
BY INSTALLER SEE TABLE 1 8100 PVC
INSIDE AND OUT
SEALANT BEHIND INSTALLATION ANCHOR- — SINGLE HUNG
SE
FLANGE BY INSTALLER 1/4"MAX.SHIM - IMPACT
Q ? 3: ¢Z3:
Z w-jo aw06
rpW
w Z O Z M,r Z-
g QU-}OD=ym
PERIMETER SEALANT LL I-W Z
BYINSTALLER Z Z x 2¢�w 00
INSTALLATION ANCHOR INS DE AND OUT OU O O U a:c I_a
SEE TABLE 1 LANT BEHIND p Z-�Z Z I-7 U
FLAN
IN
Z O U w o U-
-� } ¢�LLwO�LLOz
CONTINUOUS DOUBLE 3/16"BEADS OF / n 1 HORIZONTAL SECTION < Q O w o Z
<}1,_ t= vi
TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE H O p F}O g
PERIMETER AT ALL INDICATED POINTS w LL w�p w U w
BETWEEN FRAME AND BUCK BY INSTALLER. d Z=0_ EL
Owrw EL a:
—114"MAX.SHIM d F w a U
SEALANT BEHIND
FLANGE BY INSTALLER
PERIMETER SEALANT U MIN.EMBEDMENT EMBEDMENT � -kCE�S4�y�r
BY INSTALLER SEE TABLE 1 Zv�' No 58201 •':�i�
INSIDE AND OUT
SUBSTRATE BY OTHERS �0�•••,STATE OP ��W
SEE TABLE 1 ,EDGE DIST. ���F O R 1�.•'K
SE BLE 1
_VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
rx ///
9,22/20,TABLE 1:APPROVED INSTALLATION FASTENERSLUCAS A.TURNER,P.E.
BSTRATE`TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
CONCRETE 2.0 KSI MIN. 3/16"ITW TAPCON 1-1/2" 1.1/g PERIMETER SEALANT1239 JABARA AVE.
( ) IN INSTALLER NORTH PORT,FL 34288
H01 I Ow LED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" INSIDE AND OUT PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3116"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
2X MIN.SOUTHERN PINE(G=0.55) 3116"INV TAPCON 1-3/8" 7/8" INSTALLATION DETAILS
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, _
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE.PROVIDED: DRAWN BY: DATE:
BAT 06/18/12
(3 GAUGE LD MI")MIN.STEEL STUD TEKS ELTI KWIK-FLEX OR W FULL THREAD 7/16„ WIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
118"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD CWS-812 C
7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
1!B"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. scALE: SHEET
12 6OF6