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USER:Public Useroy Product Aroval Menu>Product or Aoplication Search>A 1Z.. t>Application Detail ,
g FL# FL16735-112
a Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived 0
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext291
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 Ext291
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 Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 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
Validation Checklist-Hardcopy Received
Certificate of Independence FL16735 R2 COI EvalReport867C.Ddf
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
Equivalence of Product Standards
Certified By
1
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
Date Approved 12/12/2017
Summary of Products
FL*. Model,Number or Name Description
16735.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,Impact,74"x 63",XO or OX.
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL16735 R2 II CWS-867C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +50/-50 Evaluation Reports
Other: Large Missile"D",WZ3,DP+/-50 psf.Glass complies FL16735 R2 AE EvalReport867C.pdf
with ASTM E1300-04. Created by Independent Third Party:Yes
16735.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,Impact, 111"x 63",XOX.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16735 R2 II CWS-868C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +50/-50 Evaluation Reports
Other: Large Missile"D",WZ3,DP=/-50 psf. Glass complies FL16735 R2 AE EvalReport868C.pdf
with 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 WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibllity 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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Safe'
GENERAL NOTES:
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT 1900 SW 44TH AVE.
USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474
W W W.CW S.CC
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE
ZONE(HVHZ)OR IN ASTM E 1996 WIND ZONE 4 AREAS.
8200 PVC
2.GLAZING OPTIONS:(SEE SHEET 2) HORZ.SLIDER
112 1/4"MAX.OVERALL FLANGE WIDTH 3.CONFIGURATIONS:"OX","XO". _ IMPACT
111"MAX.UNIT WIDTH 4.DESIGN PRESSURE RATING: _
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND Q z ¢z
GLA4915/16" 24 5/8^ -POSITIVE S DESIGN S TABLES SLO LOADS BATM SED ON,TESTED PRESSURE,WATER Z Cl w o ¢k Z w
GLASS DLO GLASS DLO INFILTRATION TEST PRESSURE AND GLASS TABLES w Z O Z D:--F
A ASTM E-1300-04e01/09. Z Z 2 z F-�M
O CF-O Q=�x
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED UCL IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR 0 Z-So z Z�_fn
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD Z O Z U vi Z O U-
6MAX
I4 114" I I ANCHOR CALCULATIONS. } 4 'w 0 0 Z
OVERALL aa ~0~zco
FLING 6 PRODUCT REQUIRED.
FOR IMPACT RESISTANCE. SHUTTERS ARE NOT w 0 O >-o w Co w
B B z SLL 2 0 U))-
7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT p w 0 IL= }
s3" USED AT FIXED MEETING RAIL AND HEAD/SILL. _ w w w
MAX 1 6813116" I I
UNIT X GLASS O X 561/4"
HEIGHT DLO I GLASS 8.SERIES/MODEL DESIGNATION HS-8200.
B DLO 9.THE DESIGNATION RAND O STAND FOR THE FOLLOWING: S Pp ENw
59 9/16" 6 X=OPERABLE SASH,0=FIXED SASH JVP;�\ SF••,•.y���
MAX. jr,. N- 56201
SASH 6 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
HEIGHT LOCATION. -ro'
STATE OF :1
-(/ I 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. �0�.'�
C F ,G O R�
27 15/16" A C~ A
MAX.SASH WIDTH 6 Lucas
Turner
2017-09-16 X�
07:40+20:00 9/07/2017
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
GLAZNG DETAILS.....................................2 TEF 10/11/13
SECTION VIEWS&GLAZING DETAILS....3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.: .
EXTRUSIONS&B.O.M...............................4 CWS-868 C
ANCHOR SCHEDULE&NOTES................5 111"x 63" +/-50 PSF LARGE MISSILE IMPACT
INSTALLATION DETAILS...........................6 SCALE: SHEET
1:20 1 OF 6
WINDOW SYSTEMS
= 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8200 PVC
718"OVERALL HORZ.SLIDER
3/16'ANNEALED OR TEMPERED IMPACT
TIB"OVERALL
114"AIRSPACE 1/8"ANNEALED OR TEMPERED Q Z � Q Z
7/16"LAMI 318 AIR SPACE W W O Q WoWZ
3/16'ANNEALED W ZOZ .� "5/16"LAMI O Qm�i}00_�:m
.090 SENTRY GLASS IONOPLAST INTERLAYER 118'ANNEALED Z Z 2 2 Q w W p 0 -
O OF-O <mI-O_
3116"ANNEALED ,090 DUPONT PVB INTERLAYER O 0 U)I-?0-P to 0'
1/8"ANNEALED ¢ m Z V U)Z p LL V
29 PURFECT GLAZE"H" } Q 00 W-m 0—
SIKAFLEX 552 Q K U F_Z
W Oco KNO W(nW
PURFECT GLAZE°H' Z N W 0-j m F-
9 SIKAFLEX 552 a ?=a w 0 2 rn
W~0_' W=WU)
11 1/2"GLASS BITE
30 11 1/2'GLASS BITE pt►uunip�
Q 0 U 1 pP10RELy r p�
30 ..........
E N SF GQy
16 No 5S201
oQOQ O '9S STATE OF41
O '�iO�F�C O R 1 Q Q
,•�'16,#/ONA%-E�,a�•
0 GLASS TYPE B
SASH GLASS
GLASS TYPE A x
FIXED GLASS
9/07/2017
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:
TEF 10/11/13
DWG#: REV.:
CWS-868 C
SCALE: SHEET
1:1 2 OF 6
INTERIOR
WINDOW SYSTEMS
21 19 or 49 20 1 1 13' - - - q1 - - _1900 SW 44TH AVE.
OCALk FLORIDA 34474
WWW.CWS.CC
a 40 8200 PVC
HORZ.SLIDER
- - IMPACT
a a aZ �: ¢Zo
40 z WJCl <rzw
1 O 11 8 3 2 5 6 1 18 8 1 0 FW§ZOw�=
45
Z z m�<X W o0 0
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43 U z—c)—Z ha
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SECTION VIEW B-B ¢ z'U z p LL L)
31-37 46 �3:0w—m0—
18 6 W Oa�U)O Co:,W
LL 0JDA -
50 ZT a
11 p !t--O aS�}
to a r a a: CL
8 Pp10RE
5 L i
INTERIOR HEAD IMPACT HOOK(TYP.) No 58201
MIDSPAN OF SASHES
(ITEMS 44&46)
Z90; STATE OF 14U
ONA-E��`',
14 I I
I I
16
4n' 6 4nI J
U 18
9 9/07/2017
/\ LUCAS A.TURNER,P.E.
10 FL PE#58201
O O 1239 JABARA AVE.
1 NORTH PORT,FL 34288
PH.941-3B0-1574
SHEET DESCRIPTION:
SECTION VIEW A-A I
SECTION VIEWS
SECTION VIEW C-C —-- --
ALTERNATE FIN FRAME DRAWN
HEAD IMPACT HOOK LOCATIONS TEF 10/11/13
DATE:
1:20 DWG#; REV.:
CWS-B68 C
SCALE: SHEET
1:2 30F6
PARTS LIST 31/8" -j CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8" -1 �(5t�ty�® •
1 H-6049 Main Frame,SHIHS,Flange,PVC Mikron PVC 31/8" WINDOW SYSTEMS LL��JJ
4
2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum 1900 SW 44TH AVE.
3 S 6077 Cover,HD Fixed Rail,PVC Mikron PVC 1 2 OCALA,FLORIDA 34474
WWW.CWS.CC
5 P-4638 #8 x 2 1/2"Ph Mod Truss Type A TEKAjax Steel 211/16" 1/16" 3 9/16" 0 1/1s°1 7/8°
1/16"
6 P-3342 Seam Sealer,SM-5504 Schnee Silicone F Tlu
CORNER WELD
7 S-1776 Roller Track Keymark Alum l� L (ALL SIDES) 8200 PVC
8 S-6013 Screen Adapter,Jamb,PVC Mikron PVC �+ 1" 1/8" 1:8 HORZ.SLIDER
9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 HD MTG RAIL-1681 IMPACT
10 P-4479 Weep Cover w/Flap M&M Nylon PVC FRAME FIN-6048
s
11 S-6064 Glazing Bead Mikron PVC 5 a Z Q Z
12 H-6050 Sash Meeting Rail,PVC Mikron PVC ���'''���1 15/16" 1 3116" 1= M w O Q w Oo w
13 H-6051 Sash Pull Rail,PVC Mikron PVC �r— "EZ
r—} � f- -23/16° O z O Z}w OctZ~
14 3 Q ?i �m
14 H 6052 Sash Top/Bat.Rail,PVC Mikron PVC 13 LL F-w z H�M=
z zx2Q0fwOO
15 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 5/B" 1 5II8" 1 5la^ q 15 2 O O F-O
16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum 1/16" q 1/16' q 1/16° 1/16" o z-j Z Z 1- o)
17 H-1699 Reinforcement,Sash Pull Rail Keymark Alum LL LLL ¢ O z O w Z O u v
FIXED MEETING RAIL } 4-LL w O= Z
18 P-3429 W stp.,0.270 x.187 back FinSeal,G Ultrafab PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL�051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER-6077 SCREWED TOGETHER WITH g O w H F-Z
19 P-3783 Lock,Impact,PVC Interlock OUTERFRAME Q w }L,�O n
20 P-4051 #8 x 1 1/4"Ph Flat Tek,Wht. Fastenal Steel 1.8 Z U)W O_j m
D 3/16° D_ S a o_O�r)
21 P 4069 Keeper,Impact,PVC Interlock 9/8" O w F Oa, w x o:>_
22 P3539 #8 x 3l4"Square PH Tek,Wht. Fastenal Steel T 3/4" a Fz o IY d
y TEt-1116° 15/j6 r v1s° ��0%ADRELy"T�i��
26 P-4779 Roller,Tandem M&M Nylon O
27 P3541 #8 x 1/2"Quad PH TEK 2 Zinc Fastenal Steel
28 GLASS SEE SHEET 2 CARDINAL GLASS �- 6" I 15/16" SASH MTG.RAIL-1497 ,��Gp�?.0�0ElVg1-1.,Qy'��
SASH REINF.-169929 Purfect Glaze"H"or Sikaflex 552 Henkel/Sika Silicone No 582017/8°
30 P-3028 Set.Blk.,85 Dur.,1/8"x 7/8"x 2"Lg. Frank Lowe Rubber LJU-1�46
° 3116"� 3/4° 7/16" 1 114°
31 P3218 Screen Frame Allmetal RoIlForm PLAN VIEW-1999 9 STATE OF .'01
HEAD IMPACT HOOK-1999 16
33 P�755 Screen Comer Key w/Safety Tab Allmetal Nylon 32 P-4754 Screen Comer Key Allmetal Nylonr 1/16 1 1s° ,��'Oi��S`�O R 1.P
34 P3029 Screen Pull tab Summit 3/16^ S.B.R./S.S.R.-1498 ROLLER TRACK-1776 �4�S,ONA;1
35 P3033 Screen Spring Fla.Spring SS O
36 P-3228 Screen Spline Cape I t14" 718"
37 P�772 Screen Cloth,Fiberglass 6° �(�5/e°��-'-�44) 7/8° 11 F
40 P-3113 Screw Support,PVC Team Plastics Rubber 5/8" II II - L 9/16 43
�- 1/1s^ 1 9/07/2017
41 P3752 Cap Plug,1/2"Hole M&M Nylon PVC GLAZEBEAD-6064 1/1s
43 S-1112 Reinforcement,Head,Jamb Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 GLAZE BEAD-1112
LUCAS A.TURNER,P.E.
44 8-2000 Impact Channel,Sash Keymark Alum 1/2",I-11/8"1 FL PE#58201
45 P-3748 #6 X5/8 Ph FH TEK,Zinc,Painted Ajax Steel }L� - I 3/8" 1 5/16"1 1239 JABARA AVE.
46 S-1999 Impact Hook,Frame,Head Keymark Alum 8 NORTH PORT,FL 34288
1/16° 48 PH.941380-1574
47 H-6048 Main Frame,SHIHS,Fin,PVC Mikron PVC 1/16"
PVC SCREEN CATCH-6013 SHEET DESCRIPTION:
48 S-6055 Roller Track,PVC,(Anti-lift) Mikron PVC 3/16"-L 3" -{ 1/2" PVC ANTI-LIFT-6005
49 P5250 Lock,Impact,PVC,w/Flipper Interlock I I 40 -1 1/8,-j BOM AND EXTRUSIONS
50 1 P-4730 1#8 x 112"Ph Mod Truss TEK Fastenal I Steel T SCREW SUPPORT-3113 5/16°
9 DRAWN BY: DATE:
1/1s" TEF 10/11/13
PVC SCREEN SUPPORT-6014 DWGu: REV.:
LINE ITEMS NOT USED:
CWS-868 C
4,23-25,38-39,42 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED, scALe: SHEET
1.2 4OF6
� WINDOW SYSTEMS
3"(TY,,) - - - - - - - - - 1900 SW 44TH AVE.
6"MAX(TYP.)� 3°(TYP.) j r]�]L4_-{ SEE NOTE 2 4"MAX.(TYP.)� ---(—8"MAX.O.C.(TYP.) OCALAWWW. wS.CcFLORIDA 34474
MAX o.c. _ I www.cws.cc
6"MAX(TYP.) I (Typo) 4"MAX(TYP.)
-- -- -- -
INSTALLATION 8200 PVC
ANCHOR(TYP.) HORZ.SLIDER
I - MAX O.C. IMPACT
(TYP.)
17•
MAX O.C. Q z �: Q Z O
(TYP.) X O X X O X Z w W o OW W
o
a 0 E>-ow3m
0 oi-oQaWpO
Q ZUUZO U LL
_ >- �§O W O H U Z
-- Q F
Q I X }cl)
O 0:>-
ANCHOR LAYOUT-(FIN) L rn w U 0 IllU)Ill
ANCHOR LAYOUT-(FLANGE) a ?=a c�O—w
O wt-0 w= u)
INF- 0- d
tptuuhry
. Pp10RE4y TG,�i�
..........F•.�
No 58201 ••'��
90�.STATE OP '�u/�
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
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 Z
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
9/07/2017
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6.
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.
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 3428E
SPECIFIED IN TABLE 1,SHEET 6. 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 TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
DRAWN BY: DATE:
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. TEF 10/11/13
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. DWG#: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-868 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: 9CALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:25 5 OF 6
MIN.EMBEDMENT �f//7(�VfrimTyjyN•
TYPICAL HEAD ANCHORAGE SEE TABLET SUBSTRATE (55LL11AA�y(L(4(lV�/000U((11
BY OTHERS WINDOW SYSTEMS
MIN.EDGE DIST. 1/4"MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS 1/4"MAX.SHIM WWW.CWS.CC
SEE TABLE 1 :IN:EIDGE DIST.
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1
8200 PVC
BY INSTALLER INSTALLATION ANCHOR
INSIDE AND OUT SEE TABLE 1 HORZ.SLIDER
SEALANT BEHIND f� SEE TABLE
DMENT IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
Z ¢ZO
PERIMETER SEALANT Z W H O -Q W O W
BY INSTALLER W
PERIMETER SEALANT Z O Z 0_Z F.
BY INSTALLER INSIDE AND OUT O �W�Z O��Fn
INSIDE AND OUT INSTALLATION ANCHOR Z Z 2 M Q
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 O O F-O C3 H A W
SEE TABLE I FLANGE BY INSTALLER SEALANT BEHIND O Z—(A Z Z r�U)
HORIZONTAL SECTION � HORIZONTAL SECTION FIN BY INSTALLER Q O Z U Uj Z O LL V
\_6J TYPICAL JAMB ANCHORAGE 8 HEADANDICAL ISILNS SACHIMILAR FOR FIN INSTALLATION Q
a
K
W~CC W W
1/4"MAX.SHIM D. F D_ O-
SEALANT BEHIND
FLANGE BY INSTALLER
PERIMETER SEALANT
BY INSTALLER MIN.EMBEDMENT J:
INSIDE AND OUT SEE TABLE 1 ,�,�� No 58201
Z-0. :Q
SUBSTRATE BY OTHERS �' STATE OF :NCO`
SEE TABLE 1 ��,0��.�.�O A 1 O P,:�•�`��
MIN.EDGE DIST. i�Fs Cs
SEE TABLE 1 ��i�� /011M.E�����
VERTICAL SECTION
TYPICAL SILL ANCHORAGE
z�
TABLE 1:APPROVED INSTALLATION FASTENERS 9/07/2017
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-1/2" 1-1/9, FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
D HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-1/2" 8 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITV TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
FLANGE 16 GAUGE(0.060")MIN.STEEL STUD 010-16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" TEF 10/11/13
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5SELF-TAPPING/ FULL THREAD -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG M REV.:
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0REA 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-868 C
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. scALE: SHEET
1:2 6OF6
_',jai Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Building Permit# Owners Name' �yyl��»J�n �, ,� Applicant Y
Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment
Pressures Design Pressure Number Type
Windows -C?.am Y&S 4-- 6 7.SD (glaw s ao-(r—Q 4 &J0f0•j
Gal 4— 50.v
cu f ��o 0� 7 35, z�-
Fixed Glass +- SS.uo ( VcCw S Y-3uo n W PP0• 13o/p, Vc
Block Glass
Skylights
Sliding Glass Doors
Swing Type Doors %!/ ��• o�U�la�
French Doors
Garage Doors
Hurricane Protection
Roof Ventilation
Roofing Material
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: Signature: seal
Design Prof: Cert.No. Date: