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RECEIVED
• • FL# FL16736-R2
Application Type Revision
Code Version 2017 JUL 2 7 2018
Application Status Approved . ST. Lucio County, Permitting
Comments
Archived ❑
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext } L
kpine@cws.cc
E.
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 Windows
Subcategory Horizontal Slider
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
0 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:/Awm.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqu8obl°/`2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3d%3d 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.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.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, 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.
Baek hlext
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 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 emaiB 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 he=.
Product Approval Accepts:
® eChe'ck M
Qrbdit-Qard'
f Safe
hftps:/Avww.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqu8oblp/`2flZm6TgPohLz6ontOd5HABPugYU[XlzzFJrTCXAg/o3dg/o3d 2/2
URNER1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 871C
August 29,2017
Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO
or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window)
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h 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`"
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-871 C, signed and sealed by Lucas A. Turner,P.E.
3) Test Reports NCTL-210-3887-1,4A, -2,and-2A,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-871C, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-871C.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-871C
• 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
• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021
• ' Requires Quanex(Milffon)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101
1 I have evaluated the materials in these 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.
,4���i���lirr�I
SO lyaR�4y �4�
� ,... .
Lucas leo 5$201
Turner
2017-08-30
16:09+20:00 'P STATE OF :40
ow A" �, �,� 8/29/2017
oic� *���!.��''���.•� Lucas A. Turner, P.E.
S]ON AI.�S`'�� FL PE#5820.1
r�rrth��n+�
GENERAL NOTES:
HORIZONTAL SLIDER - LARGE MISSILE I M PACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEPiS
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
751/4"MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC
3.CONFIGURATIONS:"OX',"XO".
7a"MAxuNIrwIDTH HORZ.SLIDER
33"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES g 3 COw O
4e
ASTM E-1300-001/09. z W,p ¢k Z w
Lu zOz z--t=
I I 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED a :;z W 3}}Z O W_3:
641/x" I I I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Z Z x M Q
MAX DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD U U�O Ci =O M
FLANGE B B ANCHOR CALCULATIONS. O z—O z z F M cn
HEIGHT I z 00Z,z L) jZ7U—
6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT < F —U.2 O O IL U
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT 0wt:Z z
UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT a tr 0-'f}j 3 O m
63° MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND O 0 A❑w(0 w
LL MAX. FLYING DEBRIS. a z=a 00-,0O y�
HEIGHT O X UNITI 599/16" O wF_0 O-2wcn
I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT tr s It w 3 w
� USED AT FIXED MEETING RAIL AND HEAD/SILL. o ~ D a
SASH
HEIGHT „Illsl"Blll"
8.SERIES/MODEL DESIGNATION HS-8200. ,`��`P�OREW
5813/16" I 9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: ��G0' �CENSF•'�Y�L�
GLASS I B X=OPERABLE SASH,O=FIXED SASH No 582D1
DLO 5
C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR
5 LOCATION.
6
11.EXTERNAL WEEP SLOT=1/4"x 1'LOCATED 4°FROM BOTH ENDS. �4��Fs•;
C
-- C 5 A --
LucasTurne
33"GLASS DLO
36 5/16°MAX.SASH WIDTH .r
2017-09-22 9/22/2017
13:58-04:00 LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS...........1 ADE 10/10/13
SECTION VIEWS BGLAZING DETAILS....2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.:
ANCHORSCHEDULENOTES...............A 74"x 63" +/-60 PSF LARGE MISSILE IMPACT ALE: 1 c
SCALE:
INSTALLATION DETAILS...........................5 SHEET1:15 1 OF 5
7 6 7 30 2 WINDOW SYSTEMS
INTERIOR 1900 SW 44TH AVE.44
OCALA,FLORIDA 374
11 17 18 1 1 3 6 WWW.CWS.CC
8200 PVC
HORZ.SLIDER
G' IMPACT
a aT1 gZ3 `Zo
e� L.too Z W J a <I:
O W
0 ZW?�Z}Om3'm
IL F-w
Q ZZ
41 40 3 1 9 39 O Z=Oa W00
SECTION B-B U z-W-ZF-mD-
o Z-� ?I-�u�
_ Z —z 0 7 U-
8 11 NOTE:FIXED LITE AT HEAD < <Z LL O o 0
� � z
AND SILL IS SIMILAR.
o8Z-
31 W ����r}AOWfAW
19Dom, ?=d 00 �
O WF w=��
38 35 d ~ IL w d
17 1 ,0"Islusell",
36
3 ♦♦� VIOREW !,i
♦♦ </ '�
♦ T �
19
•♦♦G..4tGENSF•.P,y0.
41 4 v t No 58201 ° �9
HEAD IMPACT HOOK(TYP.)
4
MIDSPAN OF SASH =*-
-(ITEMS 35 8 36) S-o. :tC
7/8'OVERALL STATE OF FLU
1/8°ANNEALED or TEMPERED O�FS�(O R 10 P C4`J
INTERIOR I I 7/16"AIRSPACEfor ,E�♦.♦♦
I 5/16"LAMI
1/8°ANNEALED
ROTARY LOCK(TYP.)
ONLY ENGAGED PRIOR M DUPONT PVB INTERLAYER
43 TO HURRICANE FORCE WINDS.
4 I �/ I LOCATED AT THIRD POINTS 1/8'ANNEALED 9/22/2017
19 I X I (ITEM 27) 3 PURFECT GLAZE"H'
13 n� 3 n� SIKAFLEX 552 LUCAS A.TURNER,P.E.
1 cul �uf FL PE#58201
41 1239 JABARA AVE.
34 NORTH PORT,FL 34288
8 5
I PH.941-380-1574
I I 16 SHEET DESCRIPTION:
5 I 3 112°GLASS BRE SECTION VIEWS AND
0 0
QUANEXDURASEAL GLAZING DETAIL
I -- 4 IG SPACER
DRAWN BY: DATE:
SECTION A-A HEAD IMPACT HOOK AND ADE 10/10/13
JAMB ROTARY LOCK LOCATIONS
1:20 GLASS TYPE A DWG#: REV.:
SECTION C-C 1:1 CWS-871 C
ALTERNATE FIN FRAME
scALE: SHEET
SETTING BLOCKS PER FBC 2411.3.3.1 1:2 2 OF 5
PARTS LIST 31 CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/e'�
1 H-1497 Reinf.Sash Meet.Rall Keymark Alum 1 112" WINDOW SYSTEMS
2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum e ib
3 OCA A, LTH AVE.
3 H-1836 Meet.Rail,Fxd. Keymark Alum WWW. FLORIDA 34474
6° W W W.CWS.CC
4 H-6052 Sash Top/Bot.Rail Mikron PVC 211/16• 3 9116• 21/8• 1/16"
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1/16• o
6 H-6050 Sash Meet.Rail,PVC Mikron PVC Lo ,�, $
0 CO SIDES)° 8200 PVC
7 H-6051 Sash Side Rail,PVC Mikron PVC � �--1° 1.8 1"101.SLIDER
8 H-6049 Main Fr.,SH,w/Flg.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-183fi IMPACT
9 P3029 Screen Pull Tab Summit PVC FRAME FIN-6048
15
10 P3033 Screen Spring,SS Hurley2 3116- —115/1
1 3/16° 6 z
11 P3113 Screw Support,PVC Team Plastic Rubber r�7L
FZZI6 9116° Z w,p ¢w O w
12 P3218 Screen Frame Ailmetal RoIlFonn 7 4 4o p Z m Z O-Z m
13 P3228 Screen Spline,.155 Dia.,Blk. Dapa 1 1 5/8° 1 5/6° 1 5lts' z z W
14 P-4754 Screen Frame Comer Key Allmetal Nylon 1/16" L 1/16• 1/16" FIXED MEETING RAIL O O H O V =O�
LL SCREWED TOGETHER WITH V V y z a H-N a
15 P3342 Seam Sealer,SM-5504 Schnee Silicone OUTERFRAME Z Z -Z j U Cn
16 P3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2•Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 ¢ 0 Z U Z O LLU
17 P3429 Wstp.,0.270 x.187 back FinSeal,G Ultrafab <¢ZtQ O Uj-F Z Z
18 P3539 #8 x 314"Square TEK 2 Zinc Fastenal Steel 5/8• 3/4• la- 0 Q }��O 2
19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel -03/16 M---10/11
2 2 z m a p w r(n rw-
1sNsv1s• D. _ o-r20 P3752 Cap Plug,1/2"Hole M&M Nylon O w H-O D-x W coor o L a ~ Cr W?'a
21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 „�r�trrrhrrr
22 P-4779 Roller,Tandem M&M Nylon 6• I 1 5/16° �OPp1l)E2E4y Tloii
7/16• 11/4° �`
23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 35 3116--L 3/4• 4 C?;•��OENgF.•Qr�
24 P-4069 Keeper,Impact,PVC Interlock 7/e• 1/16• I 34 �� No 58201 :�?1
25 P-4479 Weep Cover w/Flap M&M Nylon L 1/16-
26
/1 s° D*�
26 P-4638 #8 X 2 1/2 Ph Truss SMS Ajax Steel PIAN VIEW-1999 HEAD IMPACT HOOK-1999 1/16" N,-O, :cc
S.B.R./S.S.R.-1498 ROLLER TRACK-1776 vW. STATE OF Jo*LU
27 P-4958 Rota Lack Sullivan Zinc ..0% .4u.
28 P-4952 Keeper,Rotary Lock Sullivan Zinc 0 3(16• �.�0`�'••c�O R toP;C?�a•`�,
29 P-4959 Wstp.,0.420 x.187 back FinSeal,G Ultrafab O 114• 7/8.1 �rrss�ON,t.E��`��
30 P-4633 Barrel Fastener Fastenal Steel 41 �gT^ I I 31 +rrrrrr"
31 S-1112 Reinforcement,Head Keymark Alum - s" -I ---15/8.r 7/L 9/16"
32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum T 36 1/16
34 S-1776 Roller Track Keymark Alum 5/8' PVC GLAZEBEAD-6064 GLAZE BEAD-1112
J— 1/16-
35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 3/8"EC'
5/16.1 9/22/2017
36 S-2000 Panel Catch,Head,Impact Keymark Alum J11 s LUCAS A.TURNER,P.E.
37 5.6005 Anti Lift Mikron PVC 3/16° 38 FL PE#58201
38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC ~-3• -I I--I-112• 1/16• 1/16• 1239 JABARA AVE.
P 11 PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005
39 S-6014 Scm.Adapt.,PVC Mikron PVCT SCREW SUPPORT-3113 NORTH PORT,FL 34288
PH.941-380-1574
40 5-6063 Fixed Rail Co%er Mikron PVC 11/6•^ SHEET DESCRIPTION:
41 S-6064 Glazing Bead Mikron PVC 5/16-
42 GLASS SEE SHEET 2 CARDINAL GLASS T 39 BOM AND EXTRUSIONS
43 Purfect Glaze"H",----ex 552 Henkel/Sika Silicone T 1/16•
PVC SCREEN SUPPORT-6014 DRAWN BY: DATE:
ADE 10/10/13
DWG#: REV.:
CWS-871 C
LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
33
1:2 30F5
WINDOW SYSTEMS
6MAXMAX.O.C.(TYP.) 1900 SW 44TH AVE.
- {
6•MA (TYP.)- I 3"(TMP) SEE NOTE 2 4•MAX.(TYP.) 8'MAX.O.C.(TYP.) OCALA,FLORIDA U474
6•MAX(1YP) I--3•(TYP.) 4"MAX.(TYP.) SEE NOTE 2 WWW.CWS.CC
r INSTALLATION 8200 PVC
I II I
ANCHOR"P.) I I I INSTALLATION HORZ.SLIDER
6' ' I ' ANCHOR(TYP.) IMPACT I
MAX O.C.
I (TYP.)
g z 3 azo
mwo �n Iw- 0
IMAX.O.C. I II I I I I W z0Z w~��
(TYP-) I O II X I I O I X I LL FW3ZZ0��=
O OHOa
0 Z-wZZF~--7 fn
Z OpVcjZ7U—
II I } LLW-=O
Q� z
ons
I W
on
LL
-------
z-
a w�0 0.w
n a D �a
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ,aa�atnurrrr
0%Pp10REW Tri'.
No 58201 % IM'
$9� STATfi OF W�
�.4u
NOTES: rrrSSIONA„��,,��
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 5. 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.
FL PE#,58201
BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
FL
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,PH.941-380-1 574
34288
SPECIFIED IN TABLE 1,SHEET 5.
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 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.
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:
ADE 10/10/13
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 a: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 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), FMANVDMA250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1.20 4 OF 5
TYPICAL HEAD ANCHORAGE SEE TAB EDMENT SUBSTRATEBY OTHES
�llYlS'AUL4l1// M
MW.EDGE DIST. 1/4'MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEhIS
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SUBSTRATE BY OTHERS SEE TABLE 1 OCALAWWW. FLORIDA 34474
1/4'MAX SHIM WWW.CWS.CC
SEE TABLE 1 MIN.EDGE DIST.
MIN.EMBEDMENT �
PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1BYINSTALLER 8200 PVL`
INSIDE ANDOUT SEE INSTABLEIONANCHOR HORZ"SLIDER
SEALANT BEHIND S E TAB EEMBEDMENT IMPACT
FLANGE BY INSTALLER L 1/4'MAX SHIM
a z
D O
PERIMETER SEALANT z GWQ Q wozWwpZ
W
BYINSTALLER w z0Z X= FPERIMETER SEALANT
BY INSTALLER INSIDE AND OUT g Q co Z}0 D_�m
INSIDE AND OUT INSTALLATION ANCHOR Z Z=2 a�~w o_
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 0 0 O Z p,F co a
SEE TABLE 1 FLANGE BY INSTALLER FIN�B INSTALER TBEHIND0 z U' �— 1.-U
�B� HORIZONTAL SECTION C HORIZONTAL SECTION } Q-O W 0= z
5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE w
HEAD AND SILL SIMILAR FOR FIN INSTALLATION O Q } 3:0
W LL Q.'(gaWfAW
z SQ WQJlAF
a
O W~M w=XM
1/4'MAX SHIM a ~ o a
SEALANT BEHIND ►►►gquup4ib
FLANGE BY INSTALLER `,��� P�OREW
PERIMETER SEALANT G .•��C EN g�,•GP,���
BYINSTALLER MIN.EMBEDMENT No 58201 •�"%��
SEE TABLE 1
INSIDE AND OUT
'v. STATE OF ,LUZ
SUBSTRATE BY OTHERS ��OT'•.;°< .
SEE TABLE 1 SMIN.EDGE EE TABLEDIST. '���SS�ONA
q VERTICAL SECTION
5 TYPICAL SILL ANCHORAGE
r
TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017
F TYPE ANCHOR TYPE MIN.EMB LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
FLAN 17 PCF MIN. 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
D \ HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 5 BOX FRAME INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" HE AD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.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 #10-16 HILTI KW IK-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" ADE 10/10/13
-MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Owc#: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 7/16" CWS-871 C
1/8"STEEL(33 KSI MW.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2X MIN.SOUTHERN PINE(G=0.55) 1#8 WOOD SCREW 1 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE' SHEET
1:2 5OF5