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Product Aooroval Menu>Product or Aooiication Search>Aoolication List>Application Detail
e i~ FL# FL16736-R2
Application Type Revision
COPY Code Version 2017
F-ILE
Application Status Approved
- - .
Comments RECEIVED
Archived ❑
JUN 112018
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue ST. Lucie County, Permitting
Ocala,FL 34474
(352)368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@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 Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
Category (]ED
Subcategory
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
❑ 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
d❑ Validation Checklist-Hardcopy Received
Certificate of Independence FL16736 R2 COI EvalReport871C.pdf
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:/Avww.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIX1aFJrTCXA%3d%3d 1/2
t1/42018s Florida Building Code Online
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
16736.1 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:Yes FL16736 R2 II CWS-871C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+60/-60 Evaluation Reports
Other: Large Missile,74"x 63",DP+/-60 psf. Outer lite in FL16736 R2 AE EvalReport871C.pdf
I.G. must be safety glazed when used above 30 ft.in HVHZ. Created by Independent Third Party:Yes
Glass complies to ASTM E1300-04.
16736.2 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:Yes FL16736 R2 II CWS-869C.Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +60/-60 Evaluation Reports
Other:Large Missile, 111"x 63",DP+/-60 psf. Outer lite in FL16736 R2 AE EvalRenort869C.Ddf
I.G. must be safety glazed when used above 30 ft.in HVHZ. Created by Independent Third Party:Yes
Glass complies to ASTM E1300-04.
Back Bleat
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::Accessibiiity 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 hag_.
Product Approval Accepts:
® e M M
;Credit_Card'
Safe
https://w m.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYU[XlzzFJrTCXAg/*3d`/o3d 2/2
f
• A
A URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 869C
September 7,2017
Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),
XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window)
Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6`h
Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-869C, signed and sealed by Lucas A. Turner,P.E.
3) Test Reports NCTL-210-3887-3,-3A, -4, and 4A,by National Certified Testing Laboratories,
Orlando, FL, signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201,202,203
`94,ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09,and AAMA/WDMA/CSA
101/I.S.2/A440 `08
4) Supplemental Calculations to support CWS-869C, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-869C.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-869C
• Achieves design pressures of+/-60 psf
• Is Large Missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• In the operable sash,requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-
1117.021,and in the fixed glass requires Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade
N.O.A. 14-0916.11 t
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.10t
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 6th Ed. (2017)Florida Building Code for use in this
product.
Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
%%%0, i
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p�..........
Lucas w No 58: 0 9/07/2017
Turner = *= * ;*' Lucas A. Turner, P.E.
2017-09-16 02".303% STATE OF F4
FL PE #58201
09:27+20:00
��h S�0N,AL. �.����
GENERAL NOTES:
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOWSYMMS
TO COMPLY WITH THE FLORIDA'BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR WIND 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) 8200 PVC
3.CONFIGURATIONS:"OX","XO". HORZ°SLIDER
112 1/4"MAX.OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
111"MAX.UNIT WIDTH GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER z ¢Z
4915/16° 24 518° ASTM INFILTRATION30 04e01/OgRESSURE AND GLASS TABLES W Z O Z K Lu 0 W
GLASS DLO GLASS DLO }}
x F0
5.ANCHORAGE:THE 33 1/3°/STRESS INCREASE HAS NOT BEEN USED 0 W z O-3 2
A IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z=2
DETAILS. ALC L ATI DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 z -z~�a
ANCHOR CALCULATIONS. z Oz(7� Z j U-
641/4° I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Q H 'm O O D-0
MAX. REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT � ��O F 1=F=-Z z
OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT a¢ O
FLANGE B B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w OW o rz
U o W m w
HEIGHT FLYING DEBRIS. a z 0 a p In
O W I-0 D-2 >
63'
7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT of a Lu
?i Lu
ITa.
X GLASS6° O 1 X USED AT FIXED MEETING RAIL AND HEAD/SILL.
56 1/4"
HEIGHT DLO 1 D D 11111111
DLO 8.SERIES/MODEL DESIGNATION HS-8200. `���",DREW IT.-
B 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: �.��GPS=��GENSF
59 9/16" 6 X=OPERABLE SASH,0=FIXED SASH t No 58201 ":�9
MAX.SASH
C
HEIGHT 6 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR
i
i I i D LOCATION. �9O STATE OF 1:411`
I� C 1 6
11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. '����'=cC O p 10�'
-- - A- C _ - I A
1111111111111
2715/16' 6
MAX.SASH WIDTH
LucasTurne
r
2017-09-22 9/22/2017
13:54-04:00 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
GLAZING 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-869 C
ANCHOR SCHEDULE&NOTES................5 111"x63" +/-60 PSF LARGE MISSILE IMPACT
INSTALLATION DETAILS...........................6 scALE: SHEET
1:20 1 OF 6
WINDOWG(U/��
WINDOW SYSTEMS X1111
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8200 PVC
7/8"OVERALL HORZ.SLIDER
3/16•ANNEALED OR TEMPEREDIMPACT
7/8"OVERALL
1/4°AIR SPACE 1/8'ANNEALED OR TEMPERED Z 3 Q Z 3:
7/18°LAMI 3/8'AIR SPACEZ W p Q w❑W
3/16'ANNEALED w Z O Z w�Z H
5/16"LAMI ❑ Rm§>-0X�:m
090 SENTRY GLASS TONOPLAST INTERLAYER1/8"ANNEALED O O I=-O �=OF o
3/16"ANNEALED .090 DUPONT PVB INTERLAYER 0 Z -0(n V)-Z F co IL
7
1/8•ANNEALED Q Z U o Z p u.U
QUANEX DURASEAL 9 PURFECT GLAZE"H• } Q�Q W-2 0?
IG SPACER SIKAFLEX 552 F. O O}}0 3:0
QUANEX DURASEAL fjl/2S'
CT GLAZE°H° W u- w ❑w to w
IG SPACER EX 552 a Z 2 a 0 y u~i
11 1/2•GLASS BRE p W F OC W 2 it In
w
• 30 Li JI 11SS BRE N' ��
Q llll • 010REw"0.-
30 J��t No 56 14 O•• STATE OF 7��IQcDQ .T•
SiONA;E�O�.
O GLASS TYPE B
SASH GLASS
(FIXED
LASS TYPE A Y,
1 17
GLASS
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:
TEF 10/11/13
DWG#: REV.:
SETTING BLOCKS PER FBC 2411.3.3.1 CWS-869 C
SCALE: SHEET
1:1 2 OF 6
r
i
FINTERIORI 5 3
WINDOW SYSTEMS
1 19ar49 0 15 1 13 4 45 43 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
a0 8200 PVC
HORZ.SLIDER
IMPACT
L z
4 W
11 8 3 2 5 6 1 18 8 1 SECTION VIEW D-D 0 ¢vOi} 00 It 3 m
JAMB ROTARY LOCKS LL z z i 7d f _
0 0 1-O
JAMB ROTARY LOCKS: U v rn Z D.H w a
40 -MAY BE SUBSTITUTED FOR JAMB 0 Z —?
1 SECTION VIEW B-B IMPACT LOCKS REQUIRED ON FOIN UNITS.
UNITS. } ¢-'W oO_LLO Z
O Q �0F.~HZ
43 W 00Wf}/J0 w W Lu
LL 0-jw
O W0 W=hy
31-37 46 a D- W-?'a
18 •ponurnp
16 `�%%P, OREW '14-
11 50 `�t•GQ�i�,:��GENS �Qtio
14 t No 58201
HEAD IMPACT HOOK(TYP.)
MIDSPAN OF SASHES 9*- ,k
6 F(ITEMS 44846) �a�
'9O STATE OF :'Qf
--- -- •<OR10PQ�t���
INTERIOR ''4isfONA�EN•`•�
I I
I I
JAMB IMPACT HOOKS(REM 42) yy+J
OR ROTARY LOCKS(REM 23)
14 LOCATED AT THIRD POINTS.
16 �/ I 9/22/2017
V I NOTES:
6 7 -EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E.
18 MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#58201
-ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE.
9 7 JAMBS OF FIN UNITS. NORTH PORT,FL 34288
4 PH.941-380-1574
I SHEET DESCRIPTION:
10 I I
p 0 SECTION VIEWS
1
Q DRAWN BY: DATE:
SECTION VIEW A-A HEAD IMPACT HOOK AND TEF 10/11/13
JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS
DWG#: REV.:
1:20 CWS-869 C
SECTION VIEW C-C SCALE:
ALTERNATE FIN FRAME SHEET
1:2 30F6
PARTS LIST 31/8° •1 CORNER CONSTRUCTION �q -
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8"� (I TIl1CC990fi -
1 H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVC 31/8° WINDOW SYSTEMS
2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum 1 4 2 1900 SW 44TH AVE.
3 S-6077 Cover,HD Fixed Rail,PVC Mikron PVCOCALA,FLORIDA 34474
5 P-4638 #8 x 2 112"Ph Mad Truss Type ATE 2 11/16° 1116° 3 9116"
Ajax Steel 17/8" 1/16'
1116" WWW.CWS.CC
O �
6 P-3342 Seam Sealer,SM-5504 Schnee Silicone CORNER WELD
O
7 S-1776 Roller Track Keymark Alum (ALL SIDES) 8200 PVCs
8 S-6013 Screen Adapter,Jamb,PVC Mikron PVCL �1" 1/8" 1:8 I"IORZ.SLIDER
9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 HD MTG RAIL-1681 IMPACT
10 P-4479 Weep Coker w/Flap M&M Nylon PVC FRAME FIN-6048
s
11 S-6064 Glazing Bead Mikron PVCZ Q
12 H-6050 Sash Meeting Rail,PVC Mikron PVC �f— 1 15/16"--{ 1 3/16"- 5 Q O Q Z❑
2 3/16^ I I 2 3/16' Z ❑LLI O .W O❑
13 H-6051 Sash Pull Rail,PVC Mikron PVC 1FE 14 3 w z O z a E?F-
13 ❑ QrA3}0W3:a
15 H-1497 Re nf.Sash Me14 H-6052 Sash Top/Bot.et Rail,
IRaiI C Mikron PVC Keymark Aum 1 5/e^ 1 5I8• Q 1 5l8" 15116" 1/16^ 2 O OXO W_O O
1/16" q 1/16" I q 1Ns' L v a rn f a P rn a
16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum 1� L ❑ Z-j Z� y
17 H-1699 Reinforcement,Sash Pull Rail Keymark Alum PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER-6077 Q O Z V Z O U Z
FIXED MEETING RAIL F--u. O O LL Z
18 P-3429 W stp.,0.270 x.187 back FinSeal,G Ultrafab 0 3/16" SCREWED TOGETHER WITH O Fw-H F=-Z-
OUTERFRAME Q a U m
19 P-3783 Lock,Impact,PVC Interlock F } O
20 P-4051 #8 x 1 1/4"Ph Flat Tek,Wht. Fastenal Steel O 1.8 Z rn a p-j 0 F
21 P-4069 Keeper,Impact,PVC Interlock 5/8" O W t- w W
22 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel I_ 6. I �t"� a H a a a
23 P-4958 Rotary Lock Interlock s" 1" 15 ( 1 a
24 P-4633 8-32 x 1/2"Barrel Fastener Interlock 46 L 1/1s• 15/16^ 1/16" ,��� tolkr=w 14,
��
25 P-4952 Keeper,Rotary Lock Interlock 7/�J1/16" SASH MTG.RAIL-1497 ��JGQ�?'`,�OENg6�! �G'�
SASH REINF.-1699 :.7= F
26 P-4779 Roller,Tandem M&M Nylon PLAN VIEW-1999 HEAD IMPACT HOOK-1999 No 58201 L-P
27 P-3541 #8 x 1/2"Quad PH TEK 2 Zinc Fastenal Steel � 314" 7/16° 1 1/4• * k
28 GLASS SEE SHEET CARDINAL GLASS 3/16' 3H6° :.a: p=
V. STATE OF •kr�
30 P-3028 Set.BIk29 Purfect G185 Dur.,1/8'Ikaflex 552 x 7/8°x 2"Lg. Frank LSowe Silicone
O g° I 1/166 1 16• i��,�s�4 O R 10 P QN
31 P-3218 Screen Frame Allmetal RDIIForm T 5/� S.B.R./S.S.R.-1498 ROLLER TRACK-1776 ����Sf�NA
32 P-4754 Screen Comer Key Allmetal Nylon 5/i 1/16'
33 P-4755 IScreen Comer Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000 1/4'
PANEL IMPACT CATCH-200011 �7/8°
34 P-3029 Screen Pull tab Summit 7/8"
35 P-3033 Screen Spring Fla.Spring SS 0 3/16" �— 9/16 43
36 P-3228 Screen Spline Dapa p PVC GLAZEBEAD-6064 L 1/16" 9/22/2017
37 P-4772 Screen Cloth,Fiberglass GLAZE BEAD-1112 LUCAS A.TURNER,P.E.
40 P-3113 Screw Support,PVC Team Plastics Rubber I_ ¢°_� 1/2• 1 1/8° FL PE#58201
41 P-3752 Cap Plug,1/2"Hole M&M Nylon 15/16" 3/8•�5116 1239 JABARA AVE.
42 S-1577 Impact Hook,Frame,Jamb Keymark Alum 4 ® NORTH PORT,FL 34288
7/8' 1/1s^ PH.941-380-1574
43 S-1112 Reinforcement,Head,Jamb Keymark Alum } 1/16^ PVC SCREEN CATCH-6013 SHEET DESCRIPTION:
44 S-2000 Impact Channel,Sash Keymark Alum PLAN VIEW-1577ALUM SASH IMPACT HOOK-1577 PVC ANTI-LIFT-6005
45 P-3748 #6 X 5/8 Ph FH TEK,Zinc,Painted Ajax Steel 5/1s° 1-1 1/8--1 BOM AND EXTRUSIONS
46 S-1999 Impact Hook,Frame,Head Keymark Alum 3/16"LI- 3" -{ -{ 1/2" ,J I
I I I I 1 9 DRAWN BY: DATE:
47 H-6048 Main Frame,SH/HS,Fin,PVC Mikron PVC 40 1/16° TEF 10/11/13
48 S-6055 Roller Track,PVC,(Anti-lift) Mikron PVC T
SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 DWG REV.:
49 1 P-5250 ILock,Impact,PVC,w/Flipper Interlock
CWS-869 C
50 1 P-4730 1#8 x 1/2"Ph Mod Truss TEK Fastenal Steel LINE ITEMS NOT USED: SCALE:
4,38-39 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEET
1:2 40F6
s
i
J
f
� WINDOW SYSTEmsm
1900 SW 44TH AVE.
3" gyp.) 4"MAX.(TYP.)�{ �8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474
6"MAX(TYP.) 3'(TYP.) � r]5]L�y � SEENOTE2 WWW.CWS.CC
MAX O.C. 4"MAX.
6"MAX(TYP.) m•P) I (TYP.)
INSTALLATION 8200 PVC
ANCHOR(TYP.) HORZ.SLIDER
D.C. IMPACT
MAXMI I , I
IMAX O.C. <z3:
-
(TYP.) X O X X O XO w O a W o 0
3 �co
—
0 OF-06 U 0U) zEL FF---U)CL
Z 000O ?jV(n
\� _
—— —— —— — LLZ
Q 3:}Q}W-m O
I — -- -- -- -- Q
00 }=33:22
ANCHOR LAYOUT-(FIN) Z w(n w co F
ANCHOR LAYOUT-(FLANGE) o x D. 00 of O L
W~x W3w�
o n BE
D: a
gORE W�r iN
P Gp'.
�.•• No 58201 =�•
9O; STATE OF .:&j4!`
"/ONA
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
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.
8201
BE PROTECTED TO PREVENT REACTION. FL # A
1239 JABARA AVE.A
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 34286
SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574
SHEET DESCRPTION:
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 REQURE 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
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. DWG M REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-869 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), FMAANDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:25 5 OF 6
1
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE V-(ftYlti]ICVIU/UL/lY Irl/(,_��/�I
BYOTHERS WINDOW SYSTEMS
MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1SEE 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
MIN.EMBEDMENT :SEE
IN.EDGEDIST.SEE TABLE 1 TABLE 1
PERIMETER SEALANT 8200 PVC
NSIDEAND OUT SEETABLEBYINSTALUER IONANCHOR HORZ.SLIDER
SEALANT BEHIND SEEEMBEDTABLEMENT IMPACT
FLANGE BY INSTALLER 1/4'MAX.SHIM
n a 3 QZO
u PERIMETER SEALANT Z WZ d O Q t W❑W
PERIMETER SEALANT BY INSTALLER W Z O? C
BY INSTALLER INSIDE AND OUT ❑ Q U—}Z O 0-'3 m
INSIDE AND OUT INSTALLATION ANCHOR Z Z W M Q~ _
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 O O H O V MOF K
SEE TABLE 1 FLANGE BY INSTALLER SEALAFIN BYNT BEHI D ❑ Z--9 Z Z H 7 y
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6 TYPICAL FIN ANCHORAGE O
6 TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q O -}��ZO'6
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R =�m Lu 3:
1/4"MAX.SHIM (L
SEALANT BEHIND
FLANGE BY INSTALLER o .0%omw 'r"''�,�
PERIMETER SEALANT :JG :��GENS�.•�Qy��:
BY INSTALLER MIN.EMBEDMENT
SEE TABLE 1 No 58201 :?3
INSIDE AND OUTk; ,k •.yk
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STATE OF
SUBSTRATE BY OTHERS �OT••.•�
SEE TABLE 1 MIN.EDGE DIST. �i�E`S,°•.O..10.•'0����
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6 TYPICAL SILL ANCHORAGE
TABLE 1:APPROVED INSTALLATION FASTENERS 0 9/22/2017
F TYPE ANCHOR TYPE MIN.EMBED LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8' FL PE#58201
ERIMETER SEALANT 1239 JABARA AVE.
F OUT-FILLED CMU(117 PCF MN.) 3/16"ITW TAPCON BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1° 1" INSIDE AND OUT D HORIZONTAL SECTION PH.941-380-1574
FLANGE GRO - 2-1/2° 6 BOX FRAME INSTALLATION
SHEET DESCRIPTION:
FLANGE 2XMQJ.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/g^ HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2XMIN. - 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10.16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" TEF 10/11/13
. 6063-T5 MIN. OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
1/8°ALUM.( ) 7/16^ INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-869 C
1/8°STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 6OF6