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Product Approval Menu>Product or Application Seargh>application ListSsion7
ail RECETI/r—DFL# CI�Ll V CApplication Type IAN JA:N3 ���
Code Version 2017 J
Application Status Approved ST. Lucie County,Permlitting
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 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 Ext 291
jlathrop@cws.cc
Category fHorizont
Subcategory al Slider
Compliance Method n 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 Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 10/16/2021
Validated By Steven M. Urich, PE
4i Validation Checklist-Hardcopy Received
Certificate of Independence FL17355 R4 COI EvalReport1059.pddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1300-04 2004
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY%2btGx8TDFNwhjX%2fOfjj3JcFdgDVIgLBsBQg%3d%3d 112
1/28/2020 Florida Building Code Online
r -
Product Approval Method Method 1 Option D
Date Submitted 01/24/2019
Date Validated 02/07/2019
Date Pending FBC Approval 02/08/2019
Date Approved 04/16/2019
Summary of Products
FL# Model,Number or Name Description
17355.1 HS-620 Vinyl Horizontal Slider XO HS-620 Vinyl Horizontal Slider,XO,Non-impact.
Limits of Use I Installation Instructions
Approved for use in HVHZ: No f FL17355 R4 II CWS-1031A(HS-620,XO)_pdf
Approved for use outside HVHZ: Yes ( Verified By: Lucas A.Turner PE-58201 ?
f
Impact Resistant: No I Created by Independent Third Party: No i
Design Pressure: N/A i Evaluation Reports
Other:Max.sizes: 74"x 63"and 74"x 72".See installation FL17355 R4 AE EvalReport1031A.pdf
details for DPs. Glass complies with ASTM E1300-04. Created by Independent Third Party:Yes
1 55.2 HS-620 Vinyl Horizontal Slider XOX HS-620 Vinyl Horizontal Slider,XOX, Non-impact.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17355 R4 II CWS-1067(HS-620, XOX)_pdf
Approved for use outside HVHZ:Yes ; Verified By: Lucas A.Turner PE-58201
Impact Resistant: No i Created by Independent Third Party: No 1
Design Pressure: N/A Evaluation Reports
Other: Max.size 111"x 63". XOX 1/3-1/3-1/3 and 1/4-1/2- FL17355 R4 AE EvalReport1067.pdf
1/4. See installation details for DPs. Glass complies with ASTM Created by Independent Third Party: Yes
E1300-04.
17355.3 HS-620 Vinyl Horizontal Slider XX HS-620 Vinyl Horizontal Slider,XX, Non-Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17355 R4 II CWS-1059(HS-620,XX)_pdf
Approved for use outside HVHZ: Yes Verified By: Lucas A.Turner PE-58201
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: N/A Evaluation Reports
Other: Max.sizes: 74"x 63"and 74"x 72". See installation FL17355 R4 AE EvalReport1059.pdf
detail for DPs.Glass complies to ASTM E1300-04. Created by Independent Third Party: Yes
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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 dick here.
Product Approval Accepts:
® eCliecli E
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDgsRyNwiNWDrY%2btGx8TDFNwhiX%2fOfjj3JcFdgDVIgL8sBQg%3d%3d 2/2
GENERAL NOTES 08tl0900•
HORIZONTAL SLIDER - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED vvIMDOWSYsrEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBG),CURRENT
112 1/4"FLANGE WIDTH EDITION. 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
2.GLAZING OPTIONS: SEE SHEET 2 W W W.CWS.CC
111"MAX.UNIT WIDTH ( )
361111". 3.CONFIGURATIONS:"XOX".
MAX.SASHHWIDTH 36 11/16"
MAX.SASH WIDTH 620 PVC
32 3/4"GLASS DLO 32 3/4"GLASS DLO 4.DESIGN PRESSURE RATING;
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND HORIZ.SLIDER
A GLASS TABLES ASTM E-1300-04. NONIMPACT
POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04.
FLANGE 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED
HEIGHT IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR p
63" DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR - - -
B B UNIT WOOD ANCHOR CALCULATIONS.
X O XI B 58 7/8"HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE m
( 6 MAX. SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Z
1 SASH
C HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED.
6 55 1/16" Z W
D GLASS 8.SERIES/MODEL DESIGNATION HS-620. 0 Cr
C i 6 DLO
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: Q
X-OPERABLE SASH,O=FIXED SASH
A ('' A ui
10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
6 "
1/3-1/3-1/3 1121/4"FLANGE WIDTH LOCATION. p
z
111"MAX.UNIT WIDTH 11.EXTERNAL WEEP SLOT=5/16"x 2-1/8"LOCATED 4-1/2"FROM
BOTH ENDS.
281/8" ����'�p10REt1
��
53 3/4"MAX.SASH WIDTH MAX.SASH
WIDTH
49 13/16°GLASS DLO 24 1/4" No 58201 �-P 2
GLASS DLO LUC85 A.Turner * * •'
} 2015-06-09 'v
641/4' X90: STATE OF ;�40
10:07-04:00
FLANGE �ii'�`•'•'�C
HEIGHT ....... `
MAX.UNIT
HEIGHT 'zZ
X O X �X8" 6/8/2015
SASH LUCAS A.TURNER,P.E.
HEIGHT FL PE#58201
551/16^ 1239 JABARA AVE.
GLASS NORTH PORT,FL 34288
DLO PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
rl1/2-1/4 ELEVATIONS
TABLE OF CONTENTS DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING EMK 06/02/15
DP CHARTS&GLAZING DETAIL........2 DWG a: HEV.:
SECTION VIEWS..................................3 XOX 1/4-1/2-1/4 SEE COMPARATIVE ANALYSIS
EXTRUSIONS&B.O.M.........................4 111 x 63 NONECWS-1067 -
ANCHOR SCHEDULE&NOTES..........5 XOX 1/3-1/3-1/31 CHART, SHEET 2 SCALE: —--
INSTALLATION DETAILS.....................6 SHEET
1;25 1 OF 6
DESIGN PRESSURES FOR 1/3.1/3-1/3 CONFIGURATION WITH GLASS TYPE A OR 8 IN OPERABLE AND FIXED SASH
.Unit -------T - Unit Height 11-h-_ - auggo-w
Width 171/2 23112 291/2 351/2 1 411/2 471/2 531/2 591/2 Q� WINDOW SYSTEMS
53 112 +50.0/-75.0-_1,50.0 1-75.0 +50.0/-75.0 +50.01-75.0 +60.0/-75.0 +50.0/-75.0 +50.0/-T 50; -75.0 +50.0/-75.0 1900 SW 44TH AVE.
591/2 +50.0/-75.0 +50.0/-75.0 + 0.0/-75.0 +50.0/-75.0 '1:50.0/-75,0 +50.0 t-75.0 +50.01-75.0 OCALA,FLORIDA 34474
651/2 +50.0/-75.0 +50.07--75.0 +50.0_/ 75.0 +50.0 -+50.0/-75.0 +50.0/-75.0 +50.0 -74.0 +50.0/-71.3 www.CwS.QC
71 1/2 7;W.0/-75.0 +50.0/-75.0 +50.01-75.0 +50.0/ u-+50.0/-75.0 +�S -+5().o/-75.0 +50.0 -68.6 +50.0/-64.5
771/2 +50.0/-75.0 +50.0/-75.0 +50. .0/-75.0 +50.0/-75.0 +50.0/-75.0 +gff.45:T�_ +50.01-67.1 +50.0/-0.4 620 PVC
831/2 +50.0/-75.0 +50.0 - . -750.0/-75.0 +50.0/-75.0 _+50.0/-75.0 +50.0/-75.0 +50.01-74.7 + . -64.9 250.0 -60.3 HORIZ.SLIDER
891/2 +50.01-75. -*�5D.0/-75.0 +59.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.01-75.0 +50.01-71.5 +50.0/-61.9 +50.0 -57.4
951/2 +10.48rr-75.0 1+50.0/-72.5600/-67,9 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.01-67.5 +50.0/-59.3 +50.0 -54.9 NON-IMPACT
101 1/2 +50.0/-75.0 +50.0/-65.9 +50�0/_6013 +50.0/-59.8 +50.0/-59.8 +50.0/-59.8 +50.0/-59.8 +50.0/-57.1 +50.01-52.8
ill +50.0/-69.2_ +50.01-57.7 +50.0 I-52.1 I+50.0/-50.1]+50.01-50.0 1+50.01-50.0 +50.0/-50.0 1+50.01-50.0 +50.01-50.0
ui
DESIGN PRESSURES FOR 114.1/2-1/4 CONFIGURATION WITH GLASS TYPE A OR B IN OPERABLE SASH,GLASS TYPE B IN FIXED SASH <
---Unit Unit Height
Width' 171/2 231/2 291/2 351/2 411/2 471/2 531/2 591/2 63
531/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.01-67.5 +50.0/-67.5 +50.0 -67.5 +50.0/-67.5 +50.0/-67.5 +5", /-67.5
591/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0 I-67.5 0/-67.5 +50.0 -67.5 +50.0/-67.5 +50.01-67.5 +50.0/-66.2 z
651/2 +50.0/-67.5 /-67.5 +50.0/-67,5 +50.0 -67.5 +50.0/-67.5 +50.0 0-67.5 +50.0/-67.5 +50.0/-66.3 +50.0/-61.6 U)
-7 +50.01-57.9 >
711/2 +50.0/-674 /-67.5 +50.01-67.5 50.0/-67.5 0/-67,5 _+50�0/-67.5 +50�O/-67,5 +59�O 1-62.5
771/2 +50.0/-67.5 +50.01-67.6 +50.0/-67.5 +50.0/-67.5 +50.0 -67.5 +50.0/-67.5 +50.0/-67.5 +50.01-59.3 +60.0/-54.9 0 Lu
�7 cc
831/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.01-67.5 +50.0 -67.5 +50,01-67.5 +50.0/- +50.0 t-56. +50.0/-52.3 Q.
8R_V2, +50.0/-67,5 +50.0 . +50.0/-67.5 +50.0 -6 /-67.5 50.0/-67.5 +50.0/-63.8 1+50.0/-54.5 1 +500/- 2
-60.8 +50.0 -60.8 +50.0/-60.8 +50.( _Q d4
51/2 +50.01-655 +50.0/-60.8 +50.0/-60.8 +50.01 - �4U.C/-48 U)
/2 +50.0/-59.6 +50.0/-54.1 +50.0 J-53.8 +50.0/-53.8 +50.0 -518 +50.0/-53.8 +50.0/-53.8 +%0/-51.2 +4U.g -46.9 Lu
-46.1 +45.0/-45.0 +45.0/-450 +45.0 -45.0 +T5_0/-45.0 +45.0/-45.0 +45.0/-45.0 +45.0 -45.0 C3
Ill +50.0/-52.1 0
NOTE:GLASS TYPE B REQ'D FOR FIXED SASH WIDTHS LARGER THAN 36-11/16" Z
718"OVERALL --7/8"OVERALL 01 PO)REW
-1/8*ANNEALED or TEMPERED 3116'ANNEALED or TEMPERED .-*\C
9116*AIRSPACE 7116"AIRSPACE No 58201
118"ANNEALED or TEMPERED 3/16'ANNEALED or TEMPERED
-Q*
"'Si". STATE OF 'W
0 tk,
0 R I N
5/8"GLASS BITE 518"GLASS BI I E ......()/W2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH,941-380-1574
SHEET DESCRIPTION:-
DP CHARTS AND
GLAZING DETAILS
DRAWN BY: DATE:
GLASS TYPE A EIVIK 06/02/15
GLASS TYPE B -6wG-#: - HEV.:
CWS-1067
_9_CALtdHEET
NOTE:IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. 1:1 20F6
1 18 23 11 26 3 2 13
INTERIOR f(V- ILS\/(hV(//awl
WINDOW SYSTEMS
1900 SW 44TH AVE.
0
a oo OCALA,FLORIDA 34474
www.cws.cc
oo „ 14 00 620 PVC
35 a 0 5 o r HORIZ.SLIDER
vvfl 2, 4,9 NON-IMPACT
0
0
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o
9 19 31 6 33 34 m
DSECTION VIEW B-B
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32 Z W
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INTERIOR EN$�. p2�+
58201 '.-
34
33 Qt STATE OF :�LV�
4 D 3s i D NP.�
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19 3 'Z�
11 20 1 6/8/2015
LUCAS A.TURNER,P.E.
5 29 a 1239 JA ARA AVE.
NORTH PORT,FL 34288
p�❑ PH.941-380-1574
17 SHEET DESCRIHTION:
p O
0 u
a SECTION VIEWS
0
SECTION VEW A-A
_DRAWN-BY'. DATE:
EMK 06/02/15
SECTION VIEW C-C DWG a: HEV.:
ALTERNATE FIN FRAME CWS-1067 -
SCALE: SHEET
1:2 3OF6
ITEM PART DESCRIPTION PARTS LIST MATERIAL VENDOR 4 1/8" CORNER CONSTRUCTION o8olow8ffl
1 H-6127 MAIN FRAME PVC ATN WINDOW SYSTEMS
2 H-6135 SASH INTERLOCK RAIL,INT.PANEL PVC ATN 1900 SW 44TH AVE.
3 H-6139 SASH DRAW RAIL PVC ATN OCALA,FLORIDA 34474
4 H-6140 SASH TOP/BTM RAIL PVC ATN WWW.CWSICC
5 H-6140 SASH INTERLOCK RAIL,EXT.PANEL PVC — ATN
6 P-3028 SETTING BLOCK,1/8"x 7/8"x 2" FRANK LOWE
7 P-3029 SCREEN LIFT TABS STEEL SUMMIT ave" 1 15116' CORNER WELD 620 PVC
STEEL FLA SCREEN ALL SIDES HORIZ.SLIDER
8 P-3033 SCREEN SPRINGS 1:8
9 P-3218 SCREEN FRAME ALUM FLA SCREEN NON-IMPACT
10 P-3228 SCREEN SPLINE ——DAPA L
11 P-3305 WTSP.,0.187"x 0.270"SOFT FIN — AMESBURY ————— -
12 P-3511 #8-18 x 0.625'PN PH TEK#2 POINT ZP STEEL FASTENAL v-
13 P-3783 IMPACT SASH LOCK INTERLOCK
14 P-3764 KEEPER INTERLOCK PVC MAIN FRAME-H-6127 PVC TOP/BTM RAIL-H-6140 0
15 P-4146 1#8-18 x 0.750'FH PH#2 POINT TEK ZP STEEL FASTENAL
STEEL Eli
16 P-4754 ISCREEN CORNER KEY NYLON FLA SCREEN
Y 0
17 P-5450 JUMBO WEEP ER ASSY STEEL
ASHLAND 1 11/16"
Y 0 .05
18 P-5421 0.625"HOLE PLUG NYLON HEYCO 16 z
ST L 0
19 p-3511 #8_18 x 0.625"so PH TEK#2—POINT ZP STEEL FASTENAL
20 P-5428 ROLLER ASSY AMESBURY
ins 1/ts"EXTERIOR PLASTICS 1 1 Lit 61, [7 1 15/16" 1 3/116" 1 3) 2
21 P-5429 ERTE TRACK FILLER INSERT PVC TEAM cc
23 P-5436 JAMB BUMPER RUBBER MINOR RUBBER
24 P-5451 T BLOCK,FIXED SASH L-71
25 P-5448 1#8 x 1.50"PN PH#2 POINT TEK ZP STEEL FASTENAL
�6 S-2 SIDE RAIL ALUM ASCEND K-9-2029 PVC GLAZING BEAD-S-6141 U)
PVC INTERLOCK RAIL-H-6135 PVC DRAW RAIL-6139 ALLIMINTERLOC Lu
005 1ZEN MEETING ING RAIL,INT.PANEL ALUM ASCEND
L11 S-2 INTERLOCK ADAPTOR ALUM ASCEND
2�2 1L_ R z
29 S_2030 ROLLER ALUM ASCEND
ALUM KEYMARK 15/15" 1 5/16"
31 1 S-2043 IREINF.,MEETING RAIL,EXr.PANEL 1 5116"- 140RElie 041,,
32 S-2044 REIN .,TOP/BOTTOM RAIL ALUM ASCEND ..........T4;'
3 S-6141 0.875 GLAZING BEAD PVC ATN 1�1
3 4 [a F
34 GLASS ISEE SHEET 2 --C20 No 58201
35
I OW CORNING 1199 SILICONE
36 j2i�Fff_ff GLAZE SIKAFLEX 552 SILICONE, 093* -0'.
ALUM REINF,-S-2043 ALUM REINF.-S-2044 ALUM REINF.-5-2005 ALUM REINF.-5-2004 STATE OF
'o.
LINE ITEMS NOT USED: %
22,30 2 161, ........
5/8, 19116"
13116"
6/812Q!5
O L
LUCAS A.TURNER,P.E.
PVC TRACK FILLER-P-5429 ALUM ROLLER TRACK-S-2030 4" FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
0 PH.941-380-1574
SHEETDESdAiF_T15N
O
BOM AND EXTRUSIONS
158_AWff_BY _NA__fE __
EMK 06/02/15
1 1/4 9/16,
DWG g. REV.
—
H' CWS-1067 -
_
FIXED PANEL"
-§G_A_LE'
T"BLOCK SHEET
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063.T6 UNLESS OTHERWISE NOTED. P-5451 1:2 4 OF 6
r�
6"MAX.(TYP.) 14 1/2"MAX.O.C.(TYP.)
6"MAX. TYP. T—T
—ANCHOR IN MTG RAIL
(TYP.)
F--4"(TYP.) CENTERLINE(TYP.) WINDOW SYSTEMS
1900 SW 44TH AVE.
INSTALLATION OCALA,FLORIDA 34474
ANCHOR(TYP.) WWW.CWS.CC
4"MAX.(TYP.) 8"MAX.O.C.(TYP.)ITSEE NOTE 2 620 PVC
4"THRU FRAME ANCHOR(TYP.) MAX.O.C.
4"MAX.(TYP.) C SEE NOTE 2 (TYP.) X X HORIZ.SLIDER
I- I NON-IMPACT
INSTALLATION
ANCHOR(TYP.)
IL8., a H
MAX.O.C.
(TYP.) 0
X X ANCHOR LAYOUT-(FLANGE) m
1/3-1/3-1/3 U)
z
O
ANCHOR IN MTG RAIL
U)
CENTERLINE(TYP.) 4"(TYP.) LD W
Lq Li6"MAX. TYP. I-�}-131/4"MAX.U.C. F ¢
( )�� (TYP.) a
6"MAX.(TYP.) U
ANCHOR LAYOUT-(FIN)
1/4-1/2-1/4 and 1/3-1/3-1/3 W
NOTE THRU FRAME ANCHORS @ MTG RAIL INS IALLATION
ANCHOR(TYP.)
z
18"
SEE NOTE 2 ��%0'�A0REH,���rr�r
MAX.O.C.
(TYP.) v:• No 58201 ••:�'P
NOTES: a '9 STATE
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. // '0000 F�OR 10?,•G�Z�
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4 t§10 0%
USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH ANCHOR LAYOUT-(FLANGE) ��
DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 1/4-1/2-1/2
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6.
6/8/2015
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.
NORTH PORT,FL 34288
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 PH.941-380-1574
SPECIFIED IN TABLE 1,SHEET 6. 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-1 X BUCKS ARE ANCHOR SCHEDULE AND
OPTIONAL.
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:
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. EMK 06/02/15Mr.tt: REV.:
--"----
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-1067
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: ET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHE
1:20 5 E 6
MIN.EMBEDMENT
SEE TABLE I SUBSTRATE
TYPICAL HEAD ANCHORAGE BY
OTHEflS
MIN.EDGE DIST. MIN.EDGE DIST. SUBSTRATE lam. (Ryfyy(� ILI�I'(kIIJG�/��(,
1/4"MAX.SHIM - SEE TABLE 1 WINDOW SYSTEMS-`—
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
1/4"MAX.SSEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS — MIN.EDGE DIST. W W W.0 W S.CC
SEE TABLE 1 f �� SEE TABLE 1
MIN.EMBEDMENT INSTALLATION ANCHOR
PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 GZO PVC
BYINSTALLER
INSIDE AND OUT HORIZ.SLIDER
SEALANT BEHIND oo ]EIDNON-IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM iV ERIMETER SEALANT WPERIMETER SEALANT YINSTALLERBYINSTALLER SIDE AND OUT O
INSIDE AND OUT STALLATION ANCHOR
ANT BEHINDEE TABLE 1FLANGE BY INSTALLER EALANT BEHIND — 1n
INSTALLATION ANCHORFIN BY INSTALLER
SEE TABLE 1 HORIZONTAL SECTION l C'1 HORIZONTAL SECTION O
6 TYPICAL JAMB ANCHORAGE S TYPICALFINANCHORAGE En
HEAD AND SILL SIMILAR FOR FIN INSTALLATION Z W
O_LU
NOTE:ADDITIONAL THRU-FRAME ANCHORS F LU
(AS SHOWN IN DET.A/6)REQ'D AT MTG RAIL, ¢
SEE SHEET 5 ANCHOR LAYOUT. U
1n
Lu
0
SEALANT BEHIND 1/4^MAX.SHIM _
FLANGE BY INSTALLER
u ,`"'IA REtA "
PERIMETER SEALANT MIN.EMBEDMENT %%` P;Nc Ely T��4�
BY INSTALLER SEE TABLE 1 ,JiC:•• No 582 1•••211!
INSIDE AND OUT
SUBSTRATE BY OTHERS MIN.EDGE DIST.
SEE TABLE 1 - ETABLE1 X90.• STATE OF :4
SEALANT UNDER SCREW A VERTICAL SECTION oo 4 �.�.C
OR
HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE i SS/ •�NG�`�
,,��QNA
�Z
TABLE 1:APPROVED INSTALLATION FASTENERS 6/8/2015
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1/8" FL PE#58201
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 1239 JABARA AVE.
2" PERIMETER SEALANT NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON1" 1^ BY INSTALLER PH.941-380-1574
INSIDE AND OUT D HORIZONTAL SECTION
fL8NE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-3/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
LANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" SIMILAR FOR HEAD AND SILL FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(0=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN av: DATE:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 EMK 06/02/15
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN. E FILLET,F LL PERIMETER,
ADHESIVE CAULK IS APPLIED DWG#: REV.: —
FLANGE 7/tg,� INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS ASCWS-1067 -
FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 60F6
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