HomeMy WebLinkAboutProduct Approval 11/312017 Florida Building Code Online
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Product Approval Menu>Product or Application Search>Application List>Application Detail ,
FL# FI5823-117
r Application Type Revision i
Code Version 2014
Application Status Approved
i .
-Comments
Archived
Product Manufacturer Custom Window Systems Inc. ;
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 245
kpine@cws.cc
G ,
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
ekoss@cws.cc
r i
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida-Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report—Hardcopy Received
I'
Florida Engineer or Architect Name who developed Lucas A.Turner
the 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
✓1 Validation Checklist- Hardcopy Received
Certificate of Independence 823 R7 COI EvalRe' CWS-155C SH-8100 Im ac df
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-05 2005
ASTM E1300-04 2004
ASTM E1886-02 2002
ASTM E1886-05 2005
ASTM E1996-02 2002
ASTM E1996-05 2005
PA/TAS 201/202/203 1994
https:/Auww.floridabLilding.org/pr/pr app U.aspx?param=wGEVXQwtDgvMdF&R4iHLrSiEW2m3mv6quhOZVN9jp/o2bwp/o3d 1/3
i
1113/2017 Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/16/2015
Date Validated 12/16/2015
Date Pending FBC Approval 12/21/2015
Date Approved 02/10/2016
Date Revised 09/28/2017
Summa fV of Products
FL# Model,Number or Name Description
5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R7 11 CWS-155C(SH-8100.Impact).Adf
Approved for use outside HVHZ.Yes Verified By: Lucas A.,Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:NIA Evaluation Reports
Other: Large Missile,see Installation dwgs. for Max. size FL5823 R7 AE DuPont PVB NOA 13-0129 27.od
and OP.Outer lite in I.G. must be safety glazed when used FL5823 R7 AE EvalRen CWS-1550(SH-8100, Impact).pdf
above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. FL5823 R7 AE Quanex(Mikron)NOA 12-1017 02.Ddf
I Created by Independent Third Party: Yes
5823.2 SH-8100 Cont Hd. &Sill SH-8100 Cont. Hd.&Sill (double Single Hung),Impact, 74
1/8"x 63".
Limits of Use Installatiah;lnstructions
Approved for use in HVHZ:Yes FL5823.R7 11 CWS-440B(SH-8100.IMP,74x63,
Approved for use outside HVHZ:Yes CONIHDSL).bdf I
Impact Resistant:Yes Verified By: Lucas A.Turner 58201
Design Pressure:N/A Created by Independent Third Party:Yes
Other.Max. unit size 72-7/8"x 61-3/4". Outer lite in I.G. Evaluation Reports I
must be safety glazed when used above 30 ft. in HVHZ. Glass FL5823 R7 AE DuPont PVB NOA 13-0129 27.pd
complies to ASTM E1300-04. FL5823 R7 AE EvalRep CWS-440B(SH-8100. IMP, 74x63,
CONTHDSL).pd i
.FL5823 R7 AE Quanex(Mikron) NOA 12-1017 02.od
Created by Independent Third Party: Yes
5823.3 8100 Cont. . &Sill SH-8100 Cont. Hd. &,Sill (double SIngle Hung), Impact,74
Hd1/8"x 72". 1 11
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FI-5823.27,11 CWS-4918(SH-8100. IMP, 74x72,
Approved for use outside HVHZ:Yes CONTHDSL);Pd
Impact Resistant:Yes Verified By: Lucas A.Turner 58201
Design Pressure: +67.5/-67.5 Created by Independent Third Party: Yes
Other.Large Missile, DP= +/-67.5 psf, Max.size 74-1/8"x Evaluatjo6 Reports!'
72". Outer lite in I.G. must be safety glazed when used above FL5823 R7.AE DuPont PVB NOA 13-0129 27.pdf
30 ft. in HVHZ. Glass complies to ASTM E1300-04. B=5823 R7`AE Evalkep CWS-4918(SH-8100,IMP, 74x72,
CONTHDaQ.pd -
FL5823 R7 AE Quanex(Mikron) NOA 12-1017 02.od
Created by;Independent Third Party: Yes
5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMR,5 HI
sash.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R7 II CWS 295D(SH-8100, IMP. 52x96).ad
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:+70/-70 Evaluation Reports
Other:Large Missile,52"x 96"w/5 HI sash, +/-70 psf. FL5823 R7 AE EvalRej?CWS-295D(SH-8100,IMP,
FLANGE ONLY. Outer lite in I.G. must be safety glazed when 52x96).gdf, F
used above 30 ft.in HVHZ. Glass complies to ASTM E1300- FL5823-R7 AE Kur6rav PVB NOA 14-0916 10,Ddf
04. FL5823 V AE Kur6ray SGP NOA 14-0916 11.Ddf
FL5823 P7 AE Quanex(Mikron) NOA 12-1017 odf
Created by Independent Third Party: Yes
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11/312017 Florida Building Code Online I
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Contact Us::2601 Blair Stone Road.Tallahassee Fl.32399 Phone:850-487-1824 i
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,emall 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 emalls provided may be used for official communication with the licensee.However emaill 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 m the public To determine If you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts:
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SINGLE HUNG - LARGE MISSILE IMPACTGENERAL NOTES:
SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
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 FEC. W W W.CWS.CC
54 3/8" 2.GLAZING OPTIONS:(SEE SHEET 2)
OVERALL FLANGE WIDTH 8100 PVC
53 1/8"MAX.UNIT WIDTH OVERALL
371/4"
LA GE WIDTH 3.CONFIGURATIONS:"O/X". SINGLE HUNG
4.DESIGN PRESSURE RATING: IMPACT
6" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS DLO 36" — GLASS TABLES ASTM E-1300-04.
MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER u, o
�— INFILTRATION TEST PRESSURE AND GLASS TABLES
31 13/16 ASTM E-1300-04. 0 0 o F
771/4" GLASS DLO
MAX, I I o 0 0
OVERALL I I FA 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED
FLANGE IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR 2 LU p j
HEIGHT I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w f ¢ m
O 33ASS6 631/4• I I I ANCHOR CALCULATIONS. m o w Z
76" I I DLO FLANGE0 EF I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.THE IMPACT ROTARY v Q y
MAX. I I HEIGHT 0 LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL N N LL z
UNIT B B
HEIGHT GLASS OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO ¢ ¢ ¢ p 2
62" DLO HURRICANE WINDS AND FLYING DEBRIS. a a CL f=
{I UN T 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w w cc
B HEIGHT I I USED AT FIXED MEETING RAIL AND JAMB, c o ao 0
w
37 5/16" I I 8.SERIES/MODEL DESIGNATION SH-8100. o o m
MAX. CGLASS U m ¢ O
SASH I I 6 30 5/16• 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: Z
HEIGHT X D DLO SASH X X=OPERABLE SASH,0=FIXED SASH
6 HEIGHT I I GLASS 10.S ECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR ���',5 PNOREt1. TG4�i
4 I I I I LOCATION. `��pp:.��GENg�
11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. `�tNo 58207 .��
C q A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". "
g S9 STATE OF "'4fJ
;0% o p =
GLASS DLO GLASS DLO i.c %........
O..1�.•'C�����
MAX:SASH WIDTH- MAX SASHIDTH. Lucas A.Turner ���i�S�OIVA4E�ccc'
2015-04-09
12:43-04:00Amignis
�Z
LUCAS A.TURNER,P.E.
- - - - -, - - _- - - -FL PE#58201- -
1239 JABARA AVE.
NORTH PORT,FL 34288
_
PH.941-380-1574
--- SHEET-DESCRIPTION:-
DESIGN PRESSURE GENERAL NOTES AND
LOCATION MAX. UNIT SIZE IMPACT RATING
TABLE OF CONTENTS RATING ELEVATIONS
NON-HVHZ +/-65 PSF DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 53-1/8„X 76„ ADE 06/10/08
GLAZING DETAILS...............................2 HVHZ t/-67.5 PSF DWO#: REV.:
SECTION VIEWS&ALT.FRAME........3 LARGE MISSILE IMPACT CWS-155 C
EXTRUSIONS&B.O.M.........................4 NON-HVHZ +65/-75 PSF
ANCHOR SCHEDULE&NOTES..........5 36 X 62 SCALE: SHEET
INSTALLATION DETAILS.....................6 HVHZ +67.5/-75 PSF 1:1 1 OF 6
7/8"OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS QAV90UU(b•m
1/B'ANNEALED 1/6'ANNEALED WINDOW SYSTEMS
1900 SW 44TH AVE.
7/16"AIRSPACE 7/16"AIRSPACE OCALA,FLORIDA 34474
W W W.CWS.CC
5116'LAMINATED GLASS 5/16'LAMINATED GLASS
1/8"ANNEALED 1/8"ANNEALED 8100 PVC
090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT SINGLE HUNG
1/8'ANNEALED - 1/8"ANNEALED IMPACT
DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL
18 PURFECT GLAZE'H"OR SIKAFLEX552 18 PURFECT GLAZE'H"OR SIKAFLEX 552 m c
w
0 0 o G
1 1/2"GLASS BITE 1/2"GLASS BITE o 0 0
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LL
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GLASS TYPE A �a �a �a w
GLASS TYPE A SASH LITE
FIXED LITE
U tCDX. Z
�p�"'10111111111"
�0pRE W����p
7/8"OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS ,��5 P,,.•••... TG�,�
—1/8'TEMPERED 1/8"TEMPERED JOP�•��C6NSF•;!QZ���
7/16'AIRSPACE 7/16'AIRSPACE No 58201 1�
5116"LAMINATED GLASS 5/16"LAMINATED GLASS o: ..4tj z
STATE OF
1/8"ANNEALED 1/8"ANNEALED .0.
70/BO•PVB INTERANNEALED LAYER BY DUPONT _ V8'�ANNEALED PVB LAYER BYDUPONT ,i��sS'ONALVD
pG�,,,
DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL Z
18 PURFECT GLAZE"H"OR SIKAFLEX 552 18 PURFECT GLAZE"H"OR SIKAFLEX 552
- - LCATURNER,P.E.
- - - - - - - - - - _ - - _ -- - FL PE#58201-
1/2"GLASS BITE 1/2"GLASS BITE 1239 JABARA AVE.
> NORTH PORT,FL 34288
38 PH.941-380-1574
- - SHEET DESCRIPTION: ---
4 GLAZING DETAILS
-'� DRAWN BY: DATE:
ADE 06/10/08
OWG#: REV.:
GLASS TYPE B CWS-i55 C
GLASS TYPE 6 SASH LITE SCALE: SHEET
FIXED LITE 1:1 2 OF 6
INTERIOR � STEMS
WINDOW SYSTEMS
3 21 19 10 39 11 21 15 3 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
41
41 8100 PVC
SINGLE HUNG
46 IMPACT
12 t 21 0 0
0 0 o Q
zo 12 zo zs � r o ❑
SECTION VIEW B-B w o i
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NOTE:
U- am
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, N
RIGHT SIDE SHOWS SASH SECTION VIEW. M LL W O
30 a o U fn
12 N N LL Z W
W W W
38 a a a a
31 29 ❑ ❑ ❑
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ao - u-FL RE N 58201' . .
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p1239 1239 JABARA AVE.
2 oU --
NORTH PORT,FL 34288
41- PH.941-380-1574
- - - -- - - SHEETDESCRIPTION: - -
SECTION VIEW C-C
SECTION VIEW A-A SECTION VIEWS
ALTERNATE FIN FRAME SWEEP LOCK REQUIRED
NO SWEEP LOCKS ALLOWED FOR SIZES OVER 36"x 62". DRAWN BY: DATE:
FOR UNITS 36"x 62"AND UNDER.
ADE 06/10/08
DWG#: REV.:
ITEMS NOT SHOWN FOR CLARITY:
CWS-155 C
22,27-28,33-37,43-45 SCALE: SHEET
1:2 30F6
PARTS LIST FRAME CORNER
ITEM PART# DESCRIPTION MATERIAL VENDOR3118° CONSTRUCTION
1 H-6031 Frame Head,Fig,Single Hung PVC MIKRON -{ VUUavCCC444
2 H-6031 Frame Sill,Fig,Single Hung PVC MIKRON WINDOW SYSTEMS
3 H-6031 Frame Jamb,Fig,Single Hung PVC MIKRON 1 1 15116"--{ --23/16' 1900 SW 44TH AVE.
OCALA4 H-1836 Alum.Fixed Meet.Rail ALUMINUM KEYMARK 2 �I WWW. FLORIDA 34474
6 W W W.CW S.CC
5 S-6063 Fixed Rail Co%er PVC MIKRON 3 a
6 H-6027 Sash Top Rail PVC MIKRON 211/16" 1 5/8" TI� t 5/8^
7 H-1497 Reinforcement for STR ALUMINUM KEYMARK 1/16" LI 1/16" 8100 PVC'
8 H-6028 Sash Bottom Rail PVC MIKRON F�r"
L 1J 1/16" CORNER WELD
(ALL SIDES) SINGLE HUNG
9 H-1699 Reinforcement for SBR ALUMINUM KEYMARK 1:8
10 H-6004 Sash Side Rail PVC MIKRON PVC FRIMPACT
11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK AME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027
12 S-6064 Glazing Bead PVC MIKRON en m
13 P-3118 Keeper,Sweep Lock ZINC SULLIVAN 2 Co n w
14 P-3541 #8 x 1/2",Pan Head,Tek STEEL FASTENAL 31/9" 2 g o 0 1-
15 P-4632 Sweep Lock ZINC SULLIVAN c o
16 P-4633 Barrel Fastener STEEL FASTENAL q7 1 112• � w o
17 Block&Tackle Balance STEEL CALDWELL 1 3/16" -{ w t a m
18 Purtect Glaze"H"or Sikaflex 552 SILICONE HENKEUSIKA i FIXED MEETING RAIL z
19 Sash SEE SHEET GLASS CARDINAL 10 4 SCREWEDOU TOGETHER ER WITH m m w Z
OUTERFRAME LL LL LD
20 Fixed SEE SHEET 2 GLASS CARDINAL 1l16" 1:8 v
39/16" 1518' 2118" 1/16" o o m
21 P-3429 Wstp.,0.270 x 0.187 back FlnSeal NYLON ULTRAFAB p N N LL z w
22 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK STEEL FASTENAL q 1/16' w w w 0 It
23 #10 x 1 1/2"Panhead SMS STEEL FASTENAL o c o 9-
24 Flat Washer STEEL FASTENAL w w �' a[
25 S-6014 Screen Catch PVC MIKRON 1" PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 p o p rA
26 S-6013 Screen Support PVC MIKRON > > > o
27 P-4051 #8 x 1 1/4"Ph Fh TEK,Wht. ZINC FASTENAL PVC FRAME FIN-6048
28 P-3748 #6 x 0.625"Quad Fh TEK,Wht. ZINC FASTENAL U m ¢ z
29 P-3783 Impact,Lock STEEL INTERLOCK
31 P 4264 #8 1 P-4069 Impact,
FH PH w/#6 Head,TEK,Wht STEEL INTERLOCK
15/16 s�1t 1 1/8^ ,,, P'NONw,5116"32 P 3218 Screen Frame ALUMINUM ALLMETAL q .`J;33 P-3321 Screen Comer Key PLASTIC M&M 718' 6 1 611 t Ne 58201
34 P-3228 Screen Spline RUBBER DAPA L 1-0 " t--1/16'35 P3581 Screen Cloth VINYL WIER 1/16" �9' STATE OF :'��
36 P3033 Screen Spring STEEL HURLEY PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 1:O, tV
37 P3029 Screen Pull Tab STEEL HURLEY �.�F�4 O R tOP'���•`
38 P-3352 Set.Blk.1/8"x 518"x 2" RUBBER FRANK LOWE i���,ss'O..A1
- 39 P3768 #8 x 5/8 Phil Pan Zinc -- -- ---ZINC-_ -FASTENAL-
40
FASTENAL-40 P-4479 Weepco%er PLASTIC M&M -- -- _ -
- - --- -- --- --
41 P3113 Screw Support RUBBER TEAM 3/4^ 3I4• � � t/ -1 r- - � - -
, 4/9120115
42 P-6025 Sash Stop PVC MIKRON 3/16^ I }—lj
-'43 P-3059-Sash Cam - PLASTIC _-M&M- --- _ — _ 11 9 7 12 LUCAS A.TURNER,P.E.
15116^ 1116' 1 -- 7!e FL PE#58201
44 P-3295 Take Out Clip STEEL SUMMIT T+ j_ -
45 P-3342 Seam Sealer SILICONE SCHNEE 1/16' 1239 JABARA AVE.
REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 NORTH PORT,FL 34288
46 P-3752 Hole Plug PLASTIC M&M REINF.S.B.RJS.S.R.-1468 PH.941-380-1574
47 H-6048 Frame Head,FIN,Single Hung - - PVC MIKRON - _ _ _
48 P-4959 Wstp.,0.420 x 0.187 back NYLON ULTRAFAB — — SHEET DESCRIPTION: - -
BOM AND EXTRUSIONS
1!2
311 6" DRAWN BY: DATE:
17-71 r3" � 41 ADE 06/10/08
DWG#: REV.:
SCREW SUPPORT-3113 CWS-155 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
12 40F6
15"MAX.O.C.(TYP.) WINDOW SYSTEMS LL✓�LJ
4'MAX(TYP.) 8"MAX.O.C.(TYP.)
6•MAX.(TYP.) 1900 SW 44TH AVE.
6"MAX.(TYP.) 4"MAX.(TYP.) OCALA,FLORIDA 34474
ANCHOR AT MIDSPAN(TYP.) 4'MAX.(TYP.) 8'MAX.O.C.(TYP.) WWW.CWS.CC
-- -- -- --
6"MAX.(TYP.) 4"MAX(TYP.)
6'MAX.(TP.) 8100 PVC
8' j I i — —— —— SINGLE HUNG
14" O MAX O.C. O IMPACT
MAX.O.C. (TYP.)
e" I I
L .. 1013/16' I I MAX.O.C. I O I r o
__ 1 I MAX.O.C. (TYP-) 0 0 o H
-I2MTGRAIL I I (TYP.) O r o
4"(TYP.) _�MTGRAIL 2 W o }
V T V V W H Q m
4"(TYP) X I X I 4"(TYP)J I /� I I /� I U v p Z
I I O
[D � W
1 I a o V >
N N LL Z W
- - - -- -- W W W Q
a n o.
2of
w
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) 0 0 0
SIZES OVER 36"x 62" SIZES OVER 36"x 62' SIZES 36"x WAND UNDER SIZES 36"x 62'AND UNDER
U m ¢Lwq
t%$11111011"��0PNDREW TG��i
No 58201 :.-A
*f
NOTES: '9•: STATE OP _��
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.
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.
BE PROTECTED TO PREVENT REACTION. - _ - — —- FL PE#58201 - - -
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
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. SHEET DESCRIPTION: -
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE I WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN SY: DATE:
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. ADE 06/10/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. Dw0#: REv.:
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-155 C
SCA E: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1:25 5 OF 6
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEBY MVV-- IIYNL.YY�wIIIYYY ILl`l:IIS-/�I(
1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINIDOW SYSTEPIS
MIN.EDGE DIST. 1900 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 BY OTHERS
I 1/4"MAX.SHIM SEE TABLE 1 W W CWS.CC FLORIDA 34474
SUBSTRATE BY OTHERS
SEE TABLE 1
MIN.EMBEDMENT MIN.EDGE DIST.
PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 8100 PVC
BY INSTALLER INSTALLATION ANCHOR-
INSIDE AND OUT SEE TABLE 1 SINGLE HUNG
SEALANT BEHIND C� SEETABLEDMENT IMPACT.
FLANGE BY INSTALLER 1/4"MAX.SHIM
rrr- o
1�1
h ui
PERIMETER SEALANT o PERIMETER SEALANT BYINSTALLER c O
BY INSTALLER INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR g Lu O }
SEALANT BEHIND SEE TABLE 1 w E_ ¢ m
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND (A
SEE TABLE 1 FIN BY INSTALLER U c p ZZ
B HORIZONTAL SECTION C HORIZONTAL SECTION a c
6
6 U TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE CO
HEAD AND SILL SIMILAR FOR FIN INSTALLATION . N LLL Z W
CC CC w O
a a a d
w w W
F- U
1/4"MAX.SHIM a a iW
SEALANT BEHIND m 2 :m 0
FLANGE BY INSTALLER O
U m 4 Z
PERIMETER SEALANT MIN.EMBEDMENT RE rrr�rr
BY INSTALLER ��` PND VV p 4�
SEE TABLE 1
INSIDE AND OUT
v: Na 56201
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST. *'
SEE TABLE 1 �' :�
VERTICALSECTION -OSS STATE OF :mow
i.(i•ti`
6 TYPICAL SILL ANCHORAGE ���F •L O R 10✓'GN
-- - --- -- -- -
- _---_-- - ---- ------------
TABLE 1:APPROVED INSTALLATION FASTENERS
FRAME TYPE SUBSTRATE TYPE -" - - - ANCHOR TYPE- _- MIN.EMBEDMENT MIN.EDGE DIST. - -- 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.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"RW 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) 3/16'ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION - - SHEET DESCRIPTION:-- -
3116"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 7/8" INSTALLATION DETAILS
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:
FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 06/10/08
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: ..
1/&ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 7116" CWS-155 C
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-112" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 6OF6