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• • * FL# FL16736-R2
Application Type Revision RECEIVED
Code Version 2017
Application Status Approved
SEP 17 2018
Comments ST. Lucie County, Permitting
Archived O
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 ESi
kpine@cws.cc
E 0PY
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)366-6922 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
i
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
O Validation Checklist-Hardcopy Received
Certificate of Independence FL16736 R2 COI EvalReport871C.12df
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_dti.aspx?param=wGEVXQwtDqu8oblp/`2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3dp/o3d 1/2
1/4/2018 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.1df
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 EvalRenort871C.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.Rdf
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 EvalReport869C.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.
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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
mall to this entity.Instead,contact the office by phone or by traditional mall.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:
�hec5
Credit"IDdrd'
Safe
https:/Awm.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqu8oblg/p2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXAp/p3dp/o3d 2/2
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 40 Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (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-
1117.02t, and in the fixed glass requires Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade
N.O.A. 14-0916.11t
• 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 6`h 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.
*l�1tt��ubir�+
nisi Ftp W
Lucas _N 82 � .l� 9/07/2017
Turner ° Lucas A. Turner, P.E.
2017-09-16 ;. STATrm OF -PE#58201
09:27+20:00 ° ''
GENERAL NOTES: agog.
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 W 44TH AVE.
E.
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 1900 S E.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCAWWW CW FLORIDAOCC
I34474
N ASTM E 1996 PER THE FBC.
2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC
3.CONFIGURATIONS:'OX',"XO". HORZ.SLIDER
1121/4'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 3 <z
INFILTRATION TEST PRESSURE AND GLASS TABLES ❑w 0 aw 0
Lu zOz W_ F
0 w
4915/16° 24 5/8" ASTM E-1300-04e01/09. z w_j❑
�
GLASS DLO GLASS DLO 0 <U->.0 It 3 m
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL F w Z F.3r M_
A IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z x 2<ir w 0 O
-- -- - -- - -- DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 0~0(S<=I-D'
ANCHOR CALCULATIONS. ❑ z—?Z Z��y
-- - - -- I -- z OZUgjZ7UU
641/4' I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT ¢�LL w 0 2 0 z
MAX. I I REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT a K O U~ ui
OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT F }❑ O 6
FLANGE B B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w LL
0 0 W co❑w m w
HEIGHT FLYING DEBRIS. a z=w 0 O po
0 wH0 D.x'�
63' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT a H a 3 a
U I X GLASS I USED AT FIXED MEETING RAIL AND HEAD/SILL.
GLASS
HEIGHT I DLO I D I D GLASS
B DLO 8.9.THEIES/MODEL DESIGNATIONRAND OION HS-8200.
STAND FOR THE FOLLOWING: .��6 �0FI SFTGp'L�'•
59 9/16"
O X=OPERABLE SASH,O=FIXED SASH v tNo 56201 x:11
MAX
H SAS
I I 6 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR
I I I I D LOCATION. �90STATE OF :*w
C I 6
11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4'FROM BOTH ENDS. ',;%%yo-.<O R l
C�
A C A
z7lsns• 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: f:T7ZEGENERAL NOTES&ELEVATIONS...........1GLAZING DETAILS.....................................2 TEF SECTION VIEWS$GLAZING DETAILS....3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG'".EXTRUSIONS&B.O.M...............................4ANCHOR SCHEDULE&NOTES................5 111"x 63" 60 PSF LARGE MISSILE IMPACTINSTALLATION DETAILS...........................6
aa,gbm*
WINDOW SYSTEMS
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
7/16"LAM[ P: ❑ O ¢Z O
3/8'AIR SPACE W W Z W-j p ¢ 12 W
3/16"ANNEALED W Z O Z d' Z F
5/16"LAMI O atA§ZZ0w3ta
.090 SENTRY GLASS TONOPLAST INTERLAYER 1/8"ANNEALED O OHO �=OF K
3/16"ANNEALED .090 DUPONT PVB INTERLAYER 0 0 toy Z O'F-W D.
Z C)(7� ?jUN
9 PURFECT GLAZE"H' 1/8"ANNEALED } a�O W-=o z
QUANEX DURASEAL SIKAFLEX 552 H'~~Z
IG SPACER F
co 3:
QUANEX DURASEAL PURFECT GLAZE"H" W OW o w(D 0 W C W
IG SPACER 9 SIKAFLEX 552 a Z 2 nW. ce O 5 03
11 1/2"GLASS BITE O W~0 W=jX>-
a I=.. 0. 0:3 a
30 O JI 11 1/2'GLASS BITE opsttuprg7
01
30 .GQ .4�OREW
CENgFGptii�.
1611
No 58201 "";
1 14 � 33 * Via=
oQOQ � 0 '9�, STATE OF °41�
(�0 �iO�C�•;c�O R�O P''�C��i
O GLASS TYPE B list loso,
SASH GLASS
GLASS TYPE A
FIXED 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 4. REV.:
SETTING BLOCKS PER FBC 2411.3.3.1 CWS-869 C
SCALE: SHEET
1:1 2 OF 6
INTERIOR 5 3 4 29�mffl
1 19 or 49 0 15 1 13 4 45 43 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
40 8200 PVC
HORZ.SLIDER
IMPACT
0 � 0
i 3 ¢z3
I— ❑w0 (0106
w z0z W--t=
tt 8 3 2 5 6 7 18 8 1 SECTION VIEW D-D o �W 3 Z 0 o m
JAMB ROTARY LOCKS z z= ¢o:w Q O
O OHO(j¢=F IY
JAMB ROTARY LOCKS: 0 O rn z D.P rn a
40 MAY BE SUBSTITUTED FOR JAMB Z O C7 0—Z j L)h
SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. ¢ ~z o W z O LLz
1 0 REQUIRED ON FIN UNITS. ¢ F F 0_
��Qy ~U ZU)
4W 00�coaw 0)w
3
LL 0-1 0)
a
31-37 p d
18 lrJ� ,,,�ti/ttwurq��
16 ``��y PtSDRE4y
11 so v
14 r' No 59201
HEAD IMPACT HOOK(TYP.)
MIDSPAN OF SASHES =*p ,k 3
06 F(ITEMS 44 8 46) .O: ¢
�Qt STATE OF :44/?
INTERIOR %si
JAMB IMPACT HOOKS(REM 42)
OR ROTARY LOCKS(ITEM 23)
14 LOCATED AT THIRD POINTS.
is I 9/22/2017
I NOTES:
6 -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
q PH.941-380-1574
I SHEET DESCRIPTION:
10
0 oLq7j SECTION VIEWS
t
—-- -- DRAWN BY: DATE:
TEF 10/11/13
SECTION VIEW A-A HEAD IMPACT HOOK AND
JAMB IMPACT HOOKIROTARY LOCK LOCATIONS DWG n: REV.:
1:20 CWS-869 C
SECTION VIEW C-C SCALE:
ALTERNATE FIN FRAME SHEET
1:2 30F6
PARTS LIST 31/8" CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL 31 �Uet%/G
1 H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVC 3118° WINDOW SYSTEMS L�L(�(�'J�
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 PVC OCALA,FLORIDA 34474
5 P-4638 #8 x 2 1/2"Ph Mod Truss Type A TE 2 11/16° 39116, 17/8" 1/16°
Ajax Steel 1/16, O 1/16' WWW.CWS.CC
6 P-3342 ISearn Sealer,SM-55504 Schnee SiliconeO CORNER WELD
7 S-1776 Roller Track Keymark Alum (ALL SIDES) 8200 PVC
8 S-6013 Screen Adapter,Jamb,PVC Mikron PVC L 1' 1/8• 1.8 I"IORZ.SLIDER
9 5-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 PVC FRAME FIN-6048 HD MTG RAIL-1681 IMPACT
10 P-4479 Weep Co%.erw/Flap M&M Nylon 6
11 S-6064 Glazing Bead Mikron PVCz 3 ¢z 3
1 15/16' 1 1 3/16"-{ 6
12 H-6050 Sash Meeting Rail,PVC Mikron PVC �I --2 3/16" ' I r-2 3/16° Z w o Lo¢w❑w
13 H-6051 Sash Pull Rail,PVC Mikron PVC 1 14 3 w Z 0 Z w i L
13 00:3m
14 H-6052 ISash Top/Bot.Rail,PVC Mikron PVC 1 518° 1 518' 1 5/a° 1516" LL F w Z� 3 _
Z zz�<Xw00
15 H-1497 Reinf.Sash 16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum 1/16° q 1/16° q 1/16' L eet.Rail Keymark Alum1/16' 2 0 Z Z Za H w
Z QU' ❑-??vm
17 H-1699 Reinforcement,Sash Pull Rail Keymark Alum PVC SASH MTG.RAIL•fi050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER-6077 4 Z V)Z O LL U
18 P-3429 Wst 0.270 x.187 back FinSeal,G Ultrafab FIXED MEETING RAIL } Q�-0 W O=O z
p., {b 3/16' SCREWED TOGETHER WITH 13�}? O
19 P-3783 Lock,Impact,PVC Interlock OUTE BRAME W O p w to❑w 2 w
20 P-4051 #8 x 1 1/4'Ph Flat Tek,Wht. Fastenal Steel O a Z 2 aa.. Oow JO(y
21 P-4069 Keeper,Impact,PVC Interlock 5/8• O w 1.-0 w=
22 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel I 6. _I
3/4- of�a ~ a X 3 a.
23 P-4958 Rotary Lock Interlock 1 6/16" 1, 15 1 `yµuuaiir�
6 1/16 15116° 1/16' �����NOREt�y �24 P-4633 8-32 x 1/2"Barrel Fastener Interlock 718° L �� A,....,,"•TG���25 P-4952 Keeper,Rotary Lock Interlock �_Z:FI_41
/6" SASH MTG.RAIL-1497 . '•�GEhS�'•.'Q
26 P-4779 Roller,Tandem M&M Nylon :�G F •,2��
Y PLAN VIEW-1999 SASH REINF.-1699 v:• No 58201
HEAD IMPACT HOOK-1999
27 P-3541 #8 x 1/2"Quad PH TEK 2 Zinc Fastenal Steel 314'
28 GLASS SEE SHEET CARDINAL GLASS 316" 316^� %%9 STATE OF .mow:
29 Purfect Glaze"H"or Sikaftex 552 Henkel/Sika Silicone O 1/186 7 �40�F'�<O R tOT';����
31 P-3218 Screen Frame Dur.,1/8"x 7/8"x 2"Lg. FranAllk Lowe all RRuFbe� 6" _i T 5/e"�- S.B.RJS.S.R.-1498 ROLLER TRACK-1776" i�NIIIJON AU EN����
32 P-4754 Screen Comer Key Allmetal Nylon51L 116^
1/4^
33 P-4765 Screen Comer Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-2000 11 �7/8•'I
34 P-3029 Screen Pull tab Summit 7/8• I
35 P-3033 Screen Spring Fla.Spring SS 0 3/16^ }— 9116 43
36 P-3228 Screen Spline Dapa 01, 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° 1/8"y FL PE#58201
41 P-3752 Cap Plug,1/2"Hole M&M Nylon 1 5/16' �iC= I 3/8•�5/16 1239 JABARA AVE.
' - NORTH PORT,FL 34288
42 S-1577 Mpact Hook,Frame,Jamb Keymark Alum I-1/18`• PH.941-380-1574
43 S-1112 Reinforcement,Head,Jamb Ke mark Alum 7/e' 1/16"
Y }_ PVC SCREEN CATCH-6013 SHEET DESCRIPTION:
44 S-2000 Impact Channel,Sash Keymark Alum PVC ANTI LIFT-6005
PLAN VIEW-1577 ALUM SASH IMPACT HOOK-1577 BOM AND EXTRUSIONS
45 P-3748 #6 X 5/8 Ph FH TEK,Zinc,Painted Ajax Steel5/1 fi° 1-11/8-1
46 S-1999 Impact Hook,Frame,Head Keymark Alum 316• L�3" -{ �1/2" DRAWN BY: DATE:
47 H-6048 Main Frame,SH/HS,Fin,PVC Mikron PVC I T 9
48 S-6055 Roller Track,PVC,(Anti-lift) Mikron PVC }- 40 T 1/1, TEF 10/11/13
SCREW SUPPORT-3113 PVC SCREEN SUPPORT--6014 owG REv.:
49 P-5250 Lock,Impact,PVC,w/Flipper Interlock CWS-869 C
50 1 P-4730 1#8 x 1/2"Ph Mod Truss TEK Fastenal I Steel LINE ITEMS NOT USED: SCALE: SHEET
14,38-39 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2
40F6
WINDONDO
� W SYSTEMS
3•m.P1900 SW 44TH AVE.
6"MAX.(TYP.) 3•(TYPIF 1621/4"y SEE NOTE 2 4"MAX.(TYP.) 6"MAX.O.C.(TYP.) OCALA,FLORIDA 34474
IMAX O.C.I WWW.CWS.CC
6"MAX.(TYP.) (TYP.) 4"MAX.(TYP.)�
-- -- --
INSTALLATION 8200 PVC
ANCHOR(TYP.) HORZ.SLIDER
'
MAXO.C. IMPACT
� I I I
(Trp.)
17•
MAX.D.C. — (n LLJ<Z 3
(TYP') X 0 X X X I- Ow0 <r9w
a3-
o o�o0awO°
c�mF-Zal=-v~ia
-z
a a Z OZ ZOV(68V�
Q OLLV
} !RwMOz
1 I w Dim Hwcow
Ln
ANCHOR LAYOUT-(FIN) LL y w
ANCHOR LAYOUT-(FLANGE) R z z a of O
_~a. W3w�
a � a
,'"�ptn+u+f�I i
,,moo PNOREW T iii
GQ`?.4�CEJYSGQrG�.�
�: No 56201
9 STATE OF
�i0F•F<Op�Qv''Ai�
NOTES:
1.INSTALL ONE ANCHORAT 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
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.
S.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, 34288
SPECIFIED IN TABLE 1,SHEET 6. PH.941-380--11 574
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
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#: 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/AAMA200(FLANGE WINDOWS), FMANVDMA250(BOX WINDOWS),FMA/AAMANVDMA 300(E)CTERIOR DOORS) 1:25 5 OF 6
MIN.EMBEDMENT f l 1///C\•J�//�TYI�J-LJeT/d
TYPICAL HEAD ANCHORAGE SEE TABLE I SUBSTRATE V- (SSlNJ((YYII�SIiUuucrlr\/1,��/jl�
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.
1/4"MAX.SHIM SEE TABLE I WWW.CWS.CCA34474
SUBSTRATE BY OTHERS
SEE TABLE 1 :lN.EDGE DIST.
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 8200 PVC
BYINISTALLER INSIDE AND OUT SEETABLEI1 MIN.ONANCHOR I'IORZ.SLIDER
SEALANT BEHIND SEETABLEDMENT IMPACT
FLANGE BY INSTALLER 1/4'MAX.SHIM
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PERIMETER SEALANTZ W J O Q F O W
PERIMETER SEALANT BY INSTALLER w Z O Z X FF I--
BY INSTALLER INSIDE AND OUT O <to§}O W 3 M
INSIDE AND OUT INSTALLATION ANCHOR LL P ZF-3rME
Z Z 2 2<of w 0 0
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 0 O F-0(j<=F K
FLANGE BY INSTALLER SEALANT BEHIND 0 Q tD F-Z F 0(-
SEE TABLE 1 FIN BY INSTALLER Z 0 Z U N Z b V—
B HORIZONTAL SECTION C HORIZONTAL SECTION < F—LL'm 0 O LL Z
6 TYPICAL FIN ANCHORAGE
6 TYPICAL JAMB ANCHORAGE � <2'O fl-��Z—
HEAD AND SILL SIMILAR FOR FIN INSTALLATION F O Q�-8 3 O 6
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SEALANT BEHIND ,'
FLANGE BY INSTALLER ��c��PNORE6y i
PERIMETER SEALANT �:GQr,.��G E N 5 .,�Qy���
BY INSTALLER MIN.EMBEDMENT v S� No 58201 �'��
INSIDE AND OUT SEE TABLE 1 S
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SUBSTRATE BY OTHERS O
SEE TABLE 1 MIN.EDGE DIST. : S
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6 TYPICAL SILL ANCHORAGE
TABLE 1:APPROVED INSTALLATION FASTENERS 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 #
( ERIMETER SEALANT 1239 JAJA BARA RA AVE.A
F OUT-FLLED CMU(117 PCF MW.) 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 PH.941-380-1574 HORIZONTAL SECTION
FLANGE GROUT FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2• 8 BOX FRAME INSTALLATION SHEET DESCRIPTION:
3/16"ITW TAPCON HEAD AND SLL SIMILAR FOR BOX INSTALLATION
FLANGE 2XMW.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 7/8" INSTALLATION DETAILS
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #1016 HILTI KWIK-FLEXOR 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
-MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG a: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 1/8•STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-869 C
FIN 2XMW.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
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