HomeMy WebLinkAboutProduct Approval (3) 1/4/2018 Florida Building Code O 1line
lit
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats B Facts I Publications I FBC Staff I, BCIS Site Map1 I Links I Search
dl-b
a
Y ®R, Product Approval
I �USER:Public User
cD'
Product Aooroval Menu>Product or Application Search>Aoolication List>Application stall
• FL# CApproved
Application Type
Code Version
I
Application Status
Comments
Archived ❑
Product Manufacturer Custom Windi w Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-69Z2 Ext245
kpine@cws.c
Authorized Signature Kevin Pine
kpine@cws.c
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
i
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44t Ave
Ocala,FL 34474
(352)368-6922 Ext221
amonteverde cws.cc
Category Windows
Subcategory Horizontal:Sler
Compliance Method Evaluation R port from a Florida Registered Architect or a Licensed Florida
Professional ng neer
O Evaluatio i Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turr er
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Ce ifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Ur ch,PE
DD
Validation Checklist-Hardcopy Received
Certificate of Independence FL16736 R2 COI EvaiReport871C.pd
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDM /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.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgP I
hLz6ontOd5HABPugYUIX1zzFJrTCXA%3d%3d 1/2
1/4/2018 Florida Building.Code Or line
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 FLi 2 11 CWS-871C.pd
Approved for use outside HVHZ:Yes Ve ified By: Lucas A.Turner 58201
Impact Resistant:Yes Cr ated by Independent Third Party:Yes
Design Pressure:+60/-60 Ev luation Reports
Other: Large Missile,74"x 63",DP+/-60 psf. Outer lite in FL{6736 R2 AE EvalReport871C.l&
I.G. must be safety glazed when used above 30 ft. in HVHZ. Cr ated 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 In tallation Instructions
Approved for use in HVHZ:Yes EL.6736 R2 IT CWS-869C.pd
Approved for use outside HVHZ:Yes Ve ified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +60/-60 Evi iluation Reports
Other:Large Missile, 111"x 63",DP+/-60 psf. Outer lite in EL.6736 R2 AE EvalReport869C.odf
I.G.must be safety glazed when used above 30 ft.in HVHZ. Cr ated by Independent Third Party: Yes
Glass complies to ASTM E1300-04.
Back Fl J
Contact Us::2601 Blair Stone Road,Tallahas;ee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer. ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida taw,email addresses are public records.If you do not want your e-mail ac dress 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 yot 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 ematts provided may be used for official communication with the licensee.How,ver 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 avail ible to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click
Product ApprovalAccepts:
P ® eChe'c
� ��CceditC "rd� I
https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPo Lz6ontOd5HABPugYUIX1zzFJrTCXA%3d%3d 2/2
URNER 1239 Jabara Ave.
North Port,FL 34288,
ENGINEERING & Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 869C
September 7, 2017
Product Description: Series 8200 PVC.Horizontal Slider Wind w,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 44h ve, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-list d 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 bars 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 N Ltional Certified Testing Laboratories,
Orlando, FL,signed and sealed by Gerard J.Ferrara,wit i 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, signei I 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 indicE ted in CWS-869C
• Achieves design pressures of+/-60 psf
• Is Large Missile impact resistant and does not require th use of shutters
• May be used in the High Velocity Hurricane Zone
• In the operable sash,requires Kuraray(Dupont)PVB Int erlayer per Miami-Dade N.O.A. 16-
1117.021,and in the fixed glass requires Kuraray(Dupo t) 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
1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 6t'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.
i
t'40� ZE'ra`���r�
Lucas ' No 58201 9/07/2017
Turner = * * Lucas A. Turner, P.E.
2017-09-16 V =�= FL PE #58201
%06� : s'�A s �F .•'
09:27+20:00 = `��'
cu:
%
O •��
HORIZONTAL SLIDER - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED VVINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE.
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 S FLORIDA E.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED WWW CFLORI34474
IN ASTM E 1996 PER THE FBC.
2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC
3.CONFIGURATIONS:'00,"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-1300-04x01/09.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
4915/16' 24 5/B° ASTM
INFILTRATION
0-04e01/pgRESSURE AND GLASS TABLES Z W w O W w a W
GLASS DLO GLASS DLO w Z O Z 02 Z t
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 0 a U 3>.O W 2 m
U. HW Zf-� 2
�
A IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z z x 2
-- -- - DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O 010 V�LuO Z
U U
ANCHOR CALCULATIONS. Z co Z Z U rn
_Z U COZ
641/4' I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT a f IL M O O U
MAX REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT a 3:O F-H 0 z
-
OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT F �g�W �Z,
FUNNGE MUST-BE-ENGAGED PRIOf�TO EXPOSURE f0-HURRICANE VWNDS�IN O 0 } �
HEIGHT FLYING DEBRIS. a W F a a= >
63' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT W w N
UN
X GLASS 6" O I �/ i USED AT FIXED MEETING RAIL AND HEAD/SILL. a a a
HEIGHT DLO I D I D GLASSttpttm�ti�
B DLO 8.SERIES/MODEL DESIGNATION HS 8200. ,��NDREW*11/
cT��y,,I
6 Oi
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
5M99/16' O 11
X=OPERABLE SASH,O=FIXED SASH J.� No 58201 °L�71
AX
SASH
HEIGHT 6 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
i i i 8 LOCATION. X90% STATE OF
C 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4'FROM BOTH ENDS. ���'��° <O R�0�'N�`�
2715/16' s
MAX SASH WIDTH
LucasTurne
r �Z
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 DESCRPTION:
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#: PEW.:
EXTRUSIONS&B.O.M...............................4CWS-869 C
ANCHOR SCHEDULE&NOTES................5 111"x63" +/-60 PSF LARGE MISSILE IMPACT
INSTALLATION DETAILS...........................6 scALE:
SHEET
1:20 1 OF 6
WINDOW SYSTEPIS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8200 PVC
7/8'OVERALL HORZ.SLIDER
3/16"ANNEALED OR TEMPERED 7/8'OVERALL IMPACT
1/4"AIRSPACE 1/8'ANNEALED OR TEMPERED 0 Z 3 ¢Z 3
7/16'LAMI3/8'AIR SPACE Z W O a W❑ W
3/16"ANNEALED W Z O Z D=L Z H
5/16"LAMI ❑ R U)0Z M 3:m
LL P
.090 SENTRY GLASS IONOPLAST INTERLAYER 1/8'ANNEALED O O I--O -�W O O
IL
3/16"ANNEALED .090 DUPONT PVB INTERLAYER O Z. Z Z F�a
❑ Z-] ZF-7y
9 PURFECT GLAZE'H' 1/8'ANNEALED } PZ
O W Z S O Z
QUANEX DURASEAL -'o p O LLU
IG SPACER SIKAFLEX 552 -1 FM Q 2 }F-U Z N
OaF-}7��M
r1/2'
CT GLAZE'H' —�
IG SPACER EX 552 a IL �p y y
11 112'GLASS BITE InI a a �3 d tp
• 30 JI 11
Q UUU SS BITE
���P+ W p%1DREW
,`� T
g G .
No 58201 •;P
1 14 _ ro: rte`
oQOQ � 0 9O;••••STATE OF'�mow:
0 GLASS TYPE B
SASH GLASS
GLASS TYPE A �z-
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
DWGM. REV.:
SETTING BLOCKS PER FBC 2411.3.3.1 CWS-869 C
SCALE: SHEET
1:1 2 OF 6
INTERIOR 2 5 3 4 � �
WINDOW SYSTEMS
1900 SW 44TH AVE.
1 19 or 49 0 15 1 it
OCALA,FLORIDA 34474
W W W.CW S.CC
8200 PVC
19
HORZ.SLIDER
IMPACT
o 3 aZZ WWO a r taz11 8 3 2 5 6 SECTION VIEW D-D o a vOi 3 O 0:3:m
JAMB ROTARY LOCKS Z z= ►-3 x
O OI-O WOO
JAMB ROTARY LOCKS: V O to f-O D-F-N n
40 -MAY BE SUBSTITUTED FOR JAMB ZO Z;j Z Z I-=)rn
SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. ¢ O Z O Vi Z:3 O—
1 0 -REQUIRED ON FIN UNITS. Q�O w O=O Z
0T9fi �Z wargI-
46 O lL~O M20
D: w wy
IL X w
31-37 n a W
18 rLl� ��` DREW
1 s ` PN W
11 50 .�k6 E N.9'-.5p 00
• 14HEAD IMPACT HOOK(TYP.) t• No 58201 :��f
MIDSPAN OF SASHES
8 (ITEMS 44 8 46) fl S
72�S STATE OF ,w.
%O �u:
INTERIOR 1 ,��ibSipNp;E?a��
1
I I
JAMB IMPACT HOOKS(REM 42), y
OR ROTARY LOCKS(ITEM 23)
14
LOCATED AT THIRD POINTS.
1s I �/ 1 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
4 PH.941-380-1574
1 SHEET DESCRIPTION:
10 1
0 011L SECTION VIEWS
1
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
ALTERNATE FIN FRAME scALE: SHEET
1:2 3 OF 6
PARTS LIST 31/8" CORNER CONSTRUCTION
ITEM PART#IDESCRIPTION VENDOR MATERIAL 3118" � �7/7(�aj/nyn
1 H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVC 3 1/8" WV�IVNIUl�DOAN]W11(L4KlUVSYS/TUE/ UP(iS�
2 H-1681 IFIxed Rail,Heavy Duty,Aluminum Keymark Alum 1 4 2 1900 SW 44TH AVE.
3 S-6077 lCover,HD Fixed Rail,PVC Mikron PVC 1116" OCALA,FLORIDA 34474
5 P-4638 1#8 x 2 1/2"Ph Mad Truss Type A TEK Ajax Steel 211/16° 1/16• 3 9/16° 0 17/8" 1/16° WWW.CWS.CC
6 P-3342 ISearn Sealer,SM-5504 Schnee Silicone p L
7 S-1776 Roller Track Keymark Alum CORNER
LSIIDES)D 8200 PVC
8 S-6013 IScreen Adapter,Jamb,PVC Mikron PVC 1.8 I"IORZ.SLIDER
9 S-6014 IScreen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 HD MTG RAIL-1681
10 P-4479 jWeep Cover w/Flap M&M Nylon PVC FRAME FIN-6048 IMPACT
s
11 S-6064 Glazing Bead Mikron PVC 1 15/16' 1 3N 6'y 5 F Q w 0 ¢¢z O
12 H-6050 Sash Meeting Rail,PVC Mikron PVC (~23/16' I I 23/16' m w O p
13 H-6051 Sash Pull Rail,PVC Mikron PVC t 14 3 w z JO z w z Fw-
13 ^ ❑ ¢w3 Ow�m
14 H-6052 Sash Top/Bot.Rail,PVC Mikron PVC 1 5/8° 15/8' 1 5/8• `J 1516" F
15 H-1497 Reinf.Sash Meet.Rail Keymark Alum I I I 1119• 2 O O I=-O w O O
16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum 1116' q 1/16" I q 1/16• j_ U U U Z a Of
11-- .1L ❑ z->-zl may_
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 QFIXED O Z U V)Z=U U
18 P-3429 Wstp.,0.270 x.187 back FinSeal,G Uttrafab 0 3/16• SCREWED�TOGETHER WITH w O TING RAILOF Z
}
—19—-P Lock Impact,PVC --Interlock— OUTERFRAME ¢ am:
Z
F}��:q
20 P-4051 #8 x 1 1/4"Ph Flat Tek,Wht. Fastenal Steel OZ U)w O.�m F-
21 P-4069 Keeper,Impact,PVC Interlock 5/8' O w ' w=
?2 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel I_ s" 1�1/16'
a14' n� w w 3 a
23 P-4958 Rotary Lock Interlock 1 S/ts' 1° 1 �r►rrrrryp
24 P-4633 8-32 x 1/2'Barrel Fastener Interlock 46 L 15116° 1116• %♦♦♦%%*P1jDREW '1410
7/e• 1/16' SASH MTG.RAIL-1497 I 4V, •'�GENy'•Gp�'i�
25 P-4952 Keeper,Rotary Lock Interlock SASH REINF.-1699 4 JG-• �'yt��:
26 P-4779 Roller,Tandem M&M Nylon PLAN VIEW-1999 Z�: No 58201 •1,13 t
HEAD IMPACT HOOK-1999
27 P-3541 1#8 x 1/2"Quad PH TEK 2 Zinc Fastenal Steel 3/4• _
28 GLASS ISEESHEET2 CARDINAL GLASS Sa 3116° 3/16"--]_I
29 Purfect Glaze•H°or Sikaflex 552 HenkeVSika Silicone O — 16 -0 STATE OF :mak/`
30 P-3028 Set.Bilk.,85 Dur.,1/8"x 7/8"x 2"L Frank Lowe Rubber �- 6• -1 T 1H6• ,��50 p:�PON�i�,♦
Lg. �s/e•� S.B.RJS.S.R.-1498 �'�iSyONALE?.���
31 P-3218 Screen Frame Allmetal RollFonn T 44 ROLLER TRACK-1776 'for#r111110%
32 P-4754 Screen Comer Key Allmetal Nylon 51 1116•
33 P-4755 Screen Comer Key w/Safety Tab Allmetal Nylon1/4•
PLAN VIEW-2000 PANEL IMPACT CATCH-2000 11 r7/8•�{
34 P-3029 Screen Pull tab Summit 718' ft"! 7
35 P-3033 Screen Spring Fla.Spring SS 03/16 }_ BI36 P-3228 ScreenSpliine Dapa O PVCGLAZEBEAD-6064 LL 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 - 2 1/2" I--1 1/8.1 FL PE#58201
41 P-3752 Cap Plug,1/2"Hole M&M Nylon 15116• }LI — I 3I8• 1 5/16 1239 JABARA AVE.
42 5-1577 Impact Hook,Frame,Jamb Keymark Alum 4O 4B NORTH PORT,FL 34288
43 S-1112 Reinforcement,Head,Jamb Keymark Alum 7/e' 1/16° PH.941-380-1574
}_ 1/16• PVC SCREEN CATCH-6013 1116• SHEET DESCRIPTION:
44 S-2000 Impact Channel,Sash Keymark Alum PLAN VIEW-1577PVC ANTI-LIFT-6005
ALUM SASH IMPACT HOOK-1577
45 P-3748 #6 X5/8 PhFH TEK,Zinc,Painted Ajax Steel t 1/8° BOM AND EXTRUSIONS
46 S-1999 Impact Hook,Frame,Head Keymark Alum 3/16.13• —{ �1/2' SI16•
y DRAWN BY: DATE:
47 H-6048 Main Frame,SH/HS,Fin,PVC Mikron PVC 40 11=T 1/16• TEF 10/11/13
48 S-6055 Roller Track,PVC,(Anti-lift) Mikron PVC T PVC SCREEN SUPPORT-6014 'DWGu REV.:
SCREW SUPPORT-3113
49 P-5250 Lock,Impact,PVC,w/Flipper Interlock
S-869 C
50 P-4730 #8 x 1/2"Ph Mod Truss TEK Fastenal Ste-EdLINE ITEMS NOT USED:
14,38-39 E: SHEET
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 6
� WINDOW SYSTEMS
3"(rYP) 1900 SW 44TH AVE.
6'MAX.(fYP.) 3"(TY'." r]61/4"•{ SEE NOTE 2 4"MAX.(TYP.) 8"MAX.O.C.(JYP.) OCALA,FLORIDA 34474
MAX.O.C.I W W W.CWS.CC
6"MAX.(fYP.) (TYP.) ' 4" )7
-- -- -- - -- -- -- --
INSTALLATION 8200 PVC
ANCHOR"P.) HORZ.SLIDER
i MAX D.C. i , i IMPACT
(TVP.)
ir
MA z �Wo
(TVP)O.C. X X X 0 X a
z
w zoz �L F
0 ¢m3}OD 3:w
LL Pw ZI-�mx
I z Z:c 5w00
i a CII-0 Pain-
Z 0 5Z??UtA
\�
¢ �?LL�QOIiZ
-- -- -- -- ¢�Owmz
y Z
-- -- -- -- ¢ OOH-�i �r
ANCHOR LAYOUT-(FIN) �+ w u o� �
O L m(-
ANCHOR LAYOUT-(FLANGE) OL =D- of O 5 rn
itm w w ern
ILf- a rr3ra
,`i�uinn�ii��i
PpLDREW
C.1'
' No 58201 •t PS
i.fl's a
Q: STATE OF4/�
•
ID
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 1/18"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#56201
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 34288
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 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. DWc : 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), FMANVDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(E)CTERIOR DOORS) 1:25 5 OF 6
MIN.EMBEDMENT (/ T]/J(�97�/JJ� •
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE V- (SRI'AVL4W/
BYOTHERS 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.
'F
1/4"MAX.SHIM WWW.SEE TABLE 1 FLORIDA 34474
SUBSTRATE BY OTHERS W W W.CWS.CC
SEE TABLE 1 MIN.EDGE DIST.
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 8200 PVC
BYINSTALLER
NSIDEANDOUT SEE TABLEIONANCHOR I"IORZ,SLIDER
SEALANT BEHIND SEE TABLE EMBEDMENT IMPACT
FLANGE BY INSTALLER 1/4'MAX.SHIM
0 ¢ ? 3 aZo
PERIMETER SEALANT Q W C3Pci
ERIMETER SEALANT BY INSTALLER W Z O Z ?FW-
BY INSTALLER INSIDE AND OUT ❑ a y§}O It�m
Ii F_W ZF-� 2
INSIDE AND OUT INSTALLATION ANCHOR Z Z=2 a�W 0O O
SEALANT BEHIND SEE TABLE 1 O O F O - a'
FLANGE BY INSTALLER SEALANT BEHIND a)Z
INSTALLATION ANCHOR O U h f a m n.
SEE TABLE 1 � � FIN BY INSTALLER Z p V' O-Z U cn
B l HORIZONTAL SECTION / 1 HORIZONTAL SECTION } Q 3 LL w O=O Z
6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE O F H I-Z
HEAD AND SILL SIMILAR FOR FIN INSTALLATION F (D? O
LL�DW QJfAH
2 WIt wz
1/4"MAX.SHIM a a � a
SEALANT BEHIND , `��pmoll","I.
,
FLANGE BY INSTALLER 0 J`,S P.........C E NW
SGP:V� s�.•
�yy
PERIMETER SEALANT MIN.EMBEDMENT ��t• No 58201 %'��
BY INSTALLER SEE TABLE 1
INSIDE AND OUT Z*: ,�, •.k
STATE
SUBSTRATE BY OTHERS O.p'•.�
SEE TABLE 1 -MIN.EDGE DIST. F ............
..10 ' \��
SEE TABLE 1 �i S
�1 VERTICAL SECTION ���hsoff1
ON
6 TYPICAL SILL ANCHORAGE NN
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 PE#58201
ERIMETER SEALANT 1239 JABARA AVE.
F OUT FLLED 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 PH.941-380-1574
D HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C•90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) OR C ULTRACTAPCONON
91-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 12XMIN.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 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 DWGREV.:
FLANGE 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPRJG/ FULL THREAD 7/16" 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 AS CWS-869 C
FIN 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 60F6