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Florida
Iµ Product Approval
wro.�'' ES �- USER:Public User
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Product A proval Menu>Product or Apylicatlon Search>Application List>Appllwtion Detail RECEIVL:
I
E FL# FL5823-R8
Application Type Revision JAN 0 3 2019
Code Version 2017
Application Status Approved ST. Lucie County, Permitting
Comments
ArchivedCopy
€
' Product Manufacturer Custom Window SyFI
Address/Phone/Emali 1900 SW 44th Ave
Ocala,FL 34474
IL'
(352)368-6922 Ext 291
jlathrop@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 Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Ej 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
OV Validation Checklist-Hardcopy Received
Certificate of Independence FL5823 R8 COI EvalReport155D,pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-05 2005
ASTM E1886-02 2002
ASTM E1886-05 2005
ASTM E1996-02 2002
ASTM E1996-05 2005
PA/TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 28/2017
Date Validated 09/29 17
Date Pending-F5C Approv 02/201
Date Approve 12/ .2017
ummary o roducts
Z -
FL# / I Model,Number or NameD escription
582/.1 1 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact)
Mits of Use Installation Instructions
f
t�Approved for use in HVHZ:Yes FL5823 P8 if CWS-155D.pd
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Large Missile,see installation dwgs.for ax.size and FL5823 R8 AE EyalReportl55D.pd
OP.Outer lite in I.G.must be safety glazed en/used above Created by Independent Third Party:Yes
1, 00_0
-04.
300 4.
30 ft.in HVHZ.Glass complies to AST J'Z
5823.2 100 Cont.Hd.&Sill SH-8100 Cont.Hd.&Sill(double Single Hung),Impact,74 1/8"
x 63".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R8 II CWS-440C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:Max. unit size 72-7/8"x 61-3/4".Outer lite in I.G. FL5823 R8 AE EvalRepqft440C.Pff
must be safety glazed when used above 30 ft. in HVHZ. Glass Created by Independent Third Party:Yes
complies to ASTM E1300-04.
5823.3 Cont. Hd.&Sill SH-8100 Cont. Hd.&Sill(double Single Hung),Impact,74
1/8"x 72".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R8 II CWS-49IC.gdf_
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:+67.5/-67.5 Evaluation Reports
Other: Large Missile, DP= +1-67.5 psf, Max.size 74-1/8"x FL5823 R8 AE EvalReporl:491C.pff
72".Outer lite in I.G. must be safety glazed when used above Created by Independent Third Party:Yes
30 ft.in HVHZ.Glass complies to ASTM E1300-04.
5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI
I sash.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 RB 11 CWS-295E.PDF
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 R8 AE Ey_a_1ReP_QftZ9_5E-P_ff
FLANGE ONLY.Outer lite in I.G.must be safety glazed when Created by Independent Third Party:Yes
used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. ,
F-----q Next
Contact Us::2601 Blair Stone Road.Tallahassee FIL 32399 Phone:850-487-1824
The State of Florida is an AA1EEO employer.-c—opy Refund Statement
,.dg Privacy :;Accessibililz 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
ro
pvide 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:
fif99 F_W7__ M Ed M
SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: /���� ,
(SHOWN WJDIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED /WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
DITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
I RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
I ASTM E 1996 PER THE FBC. WWW.CWS.CC
54 2.GLAZING OPTIONS: SEE SHEET 2
OVERALL FLA WIDTH ( )
37 " 3.CONFIGURATIONS:"O/X". 8100 PVC
531/6°MAX.UNIT WI OVERALL FLANGE WIDTH SINGLE HUNG
4.DESIGN PRESSURE RATING: IMPACT
4815/16-GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
36" GLASS TABLES ASTM E-1300-04e01/09.
MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
31 13/l6" INFILTRATION TEST PRESSURE AND GLASS TABLES -W� <W o 0
771/4" ASTM E-1300-04e01/09. Z w-1 o
MAX I GLASS DLO w
Z O Z Of r_Z F
OVERALL I I A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 0 ¢to§E>.O D:3:m
FLANGE I -- IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z Z Z 2¢K w OO p
HEIGHT DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O I-O U Q=r w
GLASS 631/4° -I- ANCHOR CALCULATIONS. U z Z Z F co n
DLO OVERALL I I I Z O Z U Uj U-
76' I I FLANGE I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP Q F-u,2 p O LL Z
MAX. I I HEIGHT LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL <�O H-H O-
O OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO ¢ w }}y U Z Uj
UNIT
HEIGHT B B GLASS H O p F }0 w O w
62• DLO HURRICANE WINDS AND FLYING DEBRIS. -MAX It Z U)a p0 J�r
UNIT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT a. W F O a=
B HEIGHT I I USED AT FIXED MEETING RAIL AND JAMB. d W�w U
I a a
M 5116 I I 6 8.SERIES/MODEL DESIGNATION SH-8100.
MAX. C 34° ptnr4r
SASH I I g GLASS 30 5/16" 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: �����5`P��RE�!rT�j�k'
HEIGHT X 6 DLO MAX v X=OPERABLE SASH,O=FIXED SASH ,-��GEtVgF.,Q7'���
HEIGHT /� GLASS Jit No 58201 °.:A
^ I I I DLO 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR *:
4LI? C' I I /� I LOCATION. ^ro
11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. '90; STATE OF '40
C A A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62".LL& �G�� ..
6 ir�r`SfO�A
3/" 8!
GLASS DLO GLASS DLO
4911/16" 31 5/16" LucasTurne
MAX.SASH WIDTH MAX SASH WIDTH r ��
2017-09-22 9/22/2017
11:38-04:00 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 RATING IMPACT RATING GENELEVATIONS
TABLE OF CONTENTS
GENERAL NOTES..ELEVATIONS1 NON-HVHZ +/-65 PSF DRAWN BY: DATE:
..... 53-1/8"X 76" ADE 06/10/08
GLAZING DETAILS...............................LT3 HVHZ +/- 67.5 PSF DWG#:
EXTRUSECTISIONS
&ALT.FRAME........3 LARGE MISSILE IMPACT
EXTRUSIONS E B.O.M..........ES..........4 NON-HVHZ +65/-75 PSF CWS-155 0
ANCHOR SCHEDULE 8 NOTES..........5 36"X 62" SHEET
INSTALLATION DETAILS.....................6 HVHZ +67.5/-75 PSF SCALE:1:1
1 OF 6
7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS Qamfig
1/8°ANNEALED 1/8"ANNEALED WINDOW SYSTEMS
1900 SW 44TH AVE.
7/16"AIRSPACE 7/16"AIRSPACE OCALA,FLORIDA 34474
5/16°LAMINATED GLASS 5116"LAMINATED GLASS www.cwS.cc
1/8"ANNEALED 1/8"ANNEALED
.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT 8100 PVC
SINGLE HUNG
1/8"ANNEALED 1/8"ANNEALED
OUANEX DURASEAL OUANEX DURASEAL IMPACT
IG SPACER IG SPACER
18 PURFECT GLAZE"H'OR SIKAFLEX 552 18 PURFECT GLAZE•H•OR SIKAFLEX 552 ¢ Z Q Z
� F ❑WO QWOO
1 1/2"GLASS SITE 1/2"GLASS BITE O z o z}O [�
Q
• 38LL
36 OOF `a=�F-0ZM
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Z O F zjUo
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4 <�,�}O}W-F_O-
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LLO WFF--� COL'
fU)
GLASS TYPE A a ~ a W a
GLASS TYPE A SASH LITE
FIXED LITE
Pp1DREW T e
718"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS No 56201 •t�?3
118"TEMPERED 118"TEMPERED :-fl• �g�
'9V. STATE OF :ui
7/16"AIRSPACE 7/16"AIRSPACE %0 P r4�
5118"LAMINATED GLASS
5/16°LAMINATED GLASS ��i�CCs'• O R 1Q.•'0����
1/8"ANNEALED 1/8"ANNEALED
.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT
1/8•ANNEALED 1/B"ANNEALED
OUANEX DURASEAL QUANEX DURASEAL Z�
IG SPACER IG SPACER
18 PURFECT GLAZE"H"OR SIKAFLEX 552 18 PURFECT GLAZE'H•OR SIKAFLEX 552 9/22/2017
LUCAS A.TURNER,P.E.
12 1/2"GLASS BITE 1/2"GLASS BITE FL PE#58201
1239 JABARA AVE.
38 . 38 NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
4 O GLAZING DETAILS
DRAWN BY: DATE:
ADE 06/10/08
DWG#: REV.:
GLASS TYPE B SETTING BLOCKS PER FBC 2411.3.3.1 CWS-155 D
GLASS TYPE B SASH LITE SCALE:
FIXED LITE SHEET
1:1 2 OF 6
WTEfttOR WINDOW
tGU//�•
WIPIDOW SYSTEMS
3 21 19 10 39 11 21 15 3 1900 SW 44TH AVE. -
OCALA,FLORIDA 34474
www.cws.cc
41 4, 8100 PVC
SINGLE HUNG
IMPACT
46
G Z 3: ¢Z
!- ❑w0 (nWI-0O
12 + 21 w z0? XFZiW_-
20 12 20 26 O ¢m-y-Ow�m
LL F-W Zi--S2s
SECTION VIEW B-B z Z=0¢<W O O
Z0 00 C3 0 F- 0-=
z 0)5.
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, z zz ?z Z I-=)U)
RIGHT SIDE SHOWS SASH SECTION VIEW. ¢ z c)w z pt}
�- -u.:E0 LLZ
30 290~~k==z'
12 W LLfx
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38 �a Z=a of0 tco in
31 29 � _�� WDWN
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INTERIOR
+,•P%0r%,4g�CoREK,
: ................
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as 58201 '•�15"
19
STATE OF '{y(u�
F•.
NA„ pa+���
8 13
12 14
9 z�
25 O 15
9/22/2017
LUCAS A.TURNER,P.E.
40 16 FL PE#58201
1239 JABARA AVE.
2 -- NORTH PORT,FL 34288
PH.941-380-1574
41 SHEET DESCRIPTION:
SECTION VIEW C-C
SECTION VIEW A-A SWEEP LOCK REQUIRED SECTION VIEWS
ALTERNATE FIN FRAME FOR SIZES OVER 36"x 62".
NO SWEEP LOCKS ALLOWED DRAWN Br. DATE:
FOR UNITS 36"x 62"AND UNDER. ADE 06/10108
DWG#: REV.:
CWS-155 D
ITEMS NOT SHOWN FOR CLARITY: cA E: SHEET
22,27-28,33-37,43-45 1:2 3 OF 6
PARTS LIST FRAME CORNER
ITEM PARTq DESCRIPTION MATERIAL VENDOR 31/8" -{ CONSTRUCTION '
1 H•6031 Frame Head,Fig,Single Hun PVC MIKRON �(yilav(1 UU
2 H-6031 Frame Sill,Fig,Single Hun PVC MIKRON 1 1 15/16" 23116 1900 SW
SYA E.
1900 SW 44TH AVE.
3 H-6031 Frame Jamb,Fig,Single Hun PVC MIKRON 2 � � OCALA,FLORIDA 34474
4 H-1836 Alum.Fixed Meet Rail ALUMINUM KEYMARK 3 s WWW.CWS.CC
5 S-6063 Fixed Rail Cover PVC MIKRON8
6 H-6027 Sash To Rail PVC MIKRON 11/16" 1 518• r
v16"
7 H-1497 Reinforcement for.STR ALUMINUM KEYMARK p�]G7 L t/ts^ 1/16 CORNER WELD 8100 PVC
8 K6028 Sash Bottom Rail PVC MIKRON R (ALLSIDES) SINGLE HUNG
9 H-1699 Reinforcement for SBR ALUMINUM KEYMARK U IMPACT
10 K6004 Sash Side Rail PVC MIKRON PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-602B PVC SASH TOP RAIL-6027
11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK
12 S-6064 Gazing BeadPVC MIKRON < 0 W o <w O Cl
13 P-3118 Keeper,SweepLock ZINC SULLIVAN 3 118"--- w Z p z w I_?
14 P-3541 #8 x 1/2",Pan Head,Tek STEEL FASTENAL o < r O W m
LL 15 P-4632 Swee Lock ZINC SULLIVAN 47 1 1/2 Z Z M 2<X w p O
16 P-4633 Barrel Fastener 1 ins^ O o F-o
STEEL FASTENAL O U F-
O o =
FIXED MEETING RAIL z
17 Black&Tackle Balance STEEL CALDWELL 2 118" 10 F4 SCREWED TOGETHER WITH z 001 Uj Z j U-
18 Purfect Glaze"H"or Sikaflex 552 SILICONE HENKEUSIKA OUTERFRAME < r Z LL U)O o LL U
19 Sash SEE SHEET GLASS CARDINAL 9n s• 1/16" 1 5/8° 2 1/8• 1/16" 1:8 <�O w H H O Z
20 Fixed SEE SHEET 2 GLASS CARDINAL q 1/16„ ~ O 0 > O g
21 1 P-3429 lWstp.,0.270 x 0.187 back FinSeal NYLON ULTRAFAB Z CO w p-j co rw-
22 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 STEEL FASTENALLT
p w O a Ox23 #10 X 1 1/2"Panhead SMS Of in
STEEL FASTENAL2--1PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 d a w w
Q.
24 1 Flat Washer STEEL FASTENAL PVC FRAME FIN-6048
25 S-6014 IScreen Catch PVC MIKRON
26 S-6013 IScreen Support PVC MIKRON �.` pNOREIti.r(i�'.�
27 P-4051 #8 x 1 1/4"Ph Fh TEK,Wht. ZINC FASTENAL �•JV ti F ;y��y
28 P-3748 #6 x0.625"Quad Fh TEK,Wht ZINC FASTENAL Fi:
9/18^ 58201 •:?�
29 P-3783 Impact,Lock STEEL INTERLOCK 112" 1 1/e"-{ T 1 vB"y Z*:
1 5116"
30 P-4069 Impact,Keeper STEEL INTERLOCK 9 STATE OF •�31 P 4264 #8 x 3/4 FH PH w/#6 Head,TEK,Wht STEEL FASTENAL 7/e° `BTU-�°J 15 %%- ,, P:fru32 P-3218 Screen Frame ALUMINUM ALLMETAL L 1/16" �5^ 1/16" �.�cv`s•.O a 1�.•'�,��.�
33 P-3321 Screen Corner Key PLASTIC M&M
34 P-3228 Screen Spline RUBBER DAPA PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 NA`
35 P-3581 Screen Cloth VINYL WIER
36 P-3033 Screen Spring STEEL HURLEY
37 P-3029 Screen Pull Tab STEEL HURLEY
38 1 P-3352 ISet Blk,85 Dur.1/8"x 5/8"x 2" RUBBER FRANK LOW E 314° ffr_ 0_'�j, 518• 114° 1-
39 P-3768 #8 x 5/8 Phil Pan Zinc ZINC FASTENAL 3/16 1 9/22/2017
40 P-4479 Wee cover PLASTIC M8M11 15 1116 1" 7 7/8" LUCAS A.TURNER,P.E.
FL PE#58201
41 P-3113 Screw Su ort RUBBER TEAM 1116^ L 1n6^ �-� 1239 JABARA AVE.
42 P-6025 Sash StopPVC MIKRON REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497NORTH PORT,FL 34288
PVC GLAZING BEAD-6064
43 P-3059 Sash Cam PLASTIC M&M PH.941-380-1574
44 P-3295 Take Out Clip STEEL SUMMIT SHEET DESCRIPTION:
45 P-3342 Seam Sealer SILICONE SCHNEE
46 P-3752 Hole Plug PLASTIC M&M1/2• BOM AND EXTRUSIONS
"''�
47 H-6048 Frame Head,FIN,Single Hung PVC MIKRON 3/167 DRAWN BY: DATE:
48 P-4959 Wstp.,0.420 x 0.187 back NYLON ULTRAFAB LI i 3—� ADE 06/10/08
r0 a1
DWG#: REV.:
SCREW SUPPORT-3113 CWS-155 D
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1:2 40F6
WINDOW SYSTEMS
15.MAX C.C.(TYP,) 4-MAX,(TYP.) 8'MAX D.C.(TYP.) 1900 SW 44TH AVE.
6-MAX(TYP.) OCALA,FLORIDA 34474
6-MAX.(TYP.) 4-MAX.(TYP.) FT 4'MAX(TYP.) 8-MAX.D.C.(TYP.) WWW.CwS.Cc
ANCHOR AT MIDSPAN(TYP.)
4"MAX.(TYP.)
6'MAX.(TYP.)
6-MAX.(TYP.)- 8100 PVC
SINGLE HUNG
0 MAX.D.C. 0 IMPACT
14" (TYP-)
MAX 0 C. 8.
(TYPI) 0 MAX.D.C. < z z
Lu 0
MAX6" CD ui od
X.D.C. (TYP-) z w-a z w
Lu zOz W--t
TG RAIL I (TYP.) I i
;z 0�>-0 x
Pw Z>-�:2T
z Z=m<wwoo
4-(TYP. 0 0 F-0(5<1:1.-a:
U)1,-z D.P v)a-
Z I-=)C/)
4"(TYP-) x 4-(TYP.) In z C6 =)L)
I z 0 Q m
x x < pz 0 z 0 LL
>- <§tw9=OK
ry z
cr
§i 8ttj
—
0:U)0 W co w
tC Zed 0-j(f)I--
0Who mmmm
Of
ANCHOR LAYOUT-(FLANGE) ANCHOR ANCHOR LAYOUT-(FLANGE) CHOR LAYOUT-(FIN It w
SIZES OVER
36"x62, SIZES OVER 36"x 62" SIZES 36"x 62"AND UNDER SIZES 36"x 62"AND UNDER
..........
Jnc�j
%
Zv: No 58201
13* STATE OF J*111Z
..........
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.
FL PE#58201
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
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 1X 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 BY: DATE:
ADE 06/10/08
S.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, UW G-#. A E-V.,
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-155 D
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: --��L
8c SHEET
FMAIAAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMAIAAMAIWDMA 300(EXTERIOR DOORS) 1:25 5 OF 6
MIN.EMBEDMENT SUBSTRATE `vts2i0.VLLUl/UUtI•
TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS WINDOW SYSTEMSLLLD s
MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN,EDGE DIST. SUBSTRATE
SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 --T SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS I 114"MAX.SHIM W W W.CW S.CC
SEE TABLE 1 o MIN.EDGE DIST.
MIN, SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 8100 PVC
BYINSTALLER INSTALLATION ANCHOR SINGLE HUNG
INSIDE AND OUT SEE TABLE 1EME
SEE TABLE DMENT' IMPACT
SEALANT BEHIND
O
FLANGE BY INSTALLER 114"MAX.SHIM
Q Z ¢ZO
qp'lNSIDEANDOUT
ERIMETER SEALANT Z w 1w o ¢E d a
MIN-
PERIMETER SEALANT YINSTALLER W ZOZ m ZF-
BY INSTALLER L LL w Z O� 03INSIDE AND OUT NSTALLATION ANCHOR Z Z=m Q m W O O
SEE TABLE 1 O O h_o l< �x
SEALANT BEHIND U U F-Z 0- a
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND Z-to Z OIn
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6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE � 0}-I-F Z
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BY INSTALLER SEE TABLE 1
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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"nw TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
"
3116ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
FLANGE CONCRETE(2.85 KSI MIN.) D HORIZONTAL SECTION _
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-114" 2-1t2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
3/16"ITIN TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1318" 7/g" 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:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KWIK-FLEXOR[TW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 06/10/08
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116"
- -MIN.114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK 15 APPLIED DWG#: REV.:
6063-T5 MIN)OR ��#10 GRADE 5 SELF-TAPPING/ EAD 7116„ INSIDE.AND OUT,FULL PERIMETER,BY INSTALLER. CWS-155 D
FLA NG 118"STEEL(33 KSI "� DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS OALE.
F 2X MIN.SOUTHERN PINE(G=0.55)' #8 WOOD SCREW 1-112" 7/16' SHOWN FOR FLANGE WINDOWS. SHEET
1:2 60F6