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FL# FL5823-R8`
Application Type Revision RECEIVED
Code Version 2017
Application Status Approved MAR .0 2 2020
Comments ST. Lucie County, Permitting
Archived i
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext2
jlathrop@cws.cc
Authorized Signature Kevin Pine FILE
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
amon a@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
�i 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
k0" Validation Checklist-Hardcopy Received
Certificate of Independence FL5823 R8 COI EvalReport155D.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/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
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6FSF7061cmWE°/a3d 1/3
3/2/2020 Florida Building Code Online
Equivalence of Product Standards
Certified By
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 10/02/2017
Date Approved 12/12/2017
Summary of Products
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 R8 II CWS-155D.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: Large Missile,see installation dwgs. for Max. size and FL5823 R8 AE EvalReoort155D.pd�
DP. 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.
5823.2 SH-8100 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 EvalReport440C.pdf
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 SH-8100 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-491C.pdf
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= +/-67.5 psf,Max. size 74-1/8"x FL5823 R8 AE EvalReport491C.pdf
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
sash.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R8 II 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 EvalReport295E.pdf
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.
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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. ::FLLvary 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
mail tolthis entity.Instead,contact:he 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:
® F echecli
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6FSF7061cmWE°/o3d 2/3
�t
SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: ® '
SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FEC),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. WW W.CWS.CC
54 3/8" 2.GLAZING OPTIONS:(SEE SHEET 2)
GE WIDTH
OVERALL FLAN8100 PVC
37 1!4„ 3.CONFIGURATIONS:"O/X".
53118°MAX.UNIT WIDTH OVERALL FLANGE WIDTH SINGLE HUNG
4815116• 4.DESIGN PRESSURE RATING: IMPACT
GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
-- -- FF
AX UNIT WIDTH~ POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ¢ Z Q Z 2:
31 13/1fi INFILTRATION TEST PRESSURE AND GLASS TABLES F O w O W w Q O
771!4" GLASS DLO ASTM E-1300-04e01/09. Z w�0 4�Z w
MAX O -U)3>-Oc�m
OVERALL I I A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL r w 3 Z F-3:�x
FLANGE -- - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z Z=2¢w w O O
HEIGHT T DETAILS..W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O r 0 ci¢=I_W
O 3315116" -- -I- ANCHOR CALCULATIONS. p z ?z cn
GLASS 63 4"OVERALL I I I Q O Z Q U Z o U—
DLO FLANGE I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP �—w m Q O LL Z
7s I I w <3 w_MQ_
MAX. HEIGHT LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL [Y 2 Q O,F-H
UNIT I I Q OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO F 'r�} p
HEIGHT 62 B B GLADLO SS HURRICANE WINDS AND FLYING DEBRIS. w w u)Cl w co w
QJ(D
UNIT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT p w I=-O a xQ Of>
B HEIGHT i I I USED AT FIXED MEETING RAIL AND JAMB. a � a it�a
37 5/16- I 1 6 8.SERIES/MODEL DESIGNATION SH-8100.
MAX. O GLASS `�.34: `k 0RE6y�r����
SASH 6 30 1g_ 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: �� c� t'
HEIGHT X D DLO MAX X=OPERABLE SASH,0=FIXED SASH =JVP,�•v\GEMSF•. y�i
SASH
6 HEIGHT I I GLASS v Na 582131 •:�
10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
I t I DLO LOCATION.
4 C I 4 I I :-o• ;at
9STATE OF •4UZ
11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. 2 0*. 41;O
C A A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". '.�5 �O p1.*%:I lD \.�`
6 ��i�YONA�>CrIl
483_/8' 28"
GLASS DLO 7
GLASS DLO
4911,16" 31 5/l6 LucasTurne
MAX.SASH WIDTH MAX SASH WIDTH r `z
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
RATING
LOCATION MAX. UNIT SIZE IMPACT RATING
TABLE OF CONTENTS ELEVATIONS
GENERAL NOTES 8 ELEVATIONS.....1 NON-HVHZ +/-65 PSF DRAWN BY: DATE:
53-1/8"x 76" ADE 06/10/08
GLAZING DETAILS...............................2 +/-67.5 PSF DWG#: REV.:
SECTION VIEWS BALT.FRAME........3 LARGE MISSILE IMPACT CWS-155 D
EXTRUSIONS 8 B.O.M.........................4 NON-HVHZ +65/-75 PSF
ANCHOR SCHEDULE 8 NOTES..........5 36"X 62" SCALE: SHEET
INSTALLATION DETAILS.....................6 HVHZ 1 1 +67.5/-75 PSF 1 1:1 1 OF 6
718.OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS c3af ®m-�j'7{
1!8'ANNEALED 118"ANNEALED
WINDOW SYSTEMS II1I��11 IIIIf�//�J�iTT
1900 SW-44TH AVE.
7/16'AIRSPACE 7116"AIRSPACE OCALA,FLORIDA 34474
5/16°LAMINATED GLASS iL 5116"LAMINATED GLASS WWW.CWS.CC
118"ANNEALED 11B"ANNEALED I
.090'PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT 8100 PVC SINGLE HUNG_
1/8'ANNEALED 1I6'ANNEALED IMPACT
QUANEX DURASEAL QUANEX DURASEAL
IG SPACER IG SPACER
18 PURFECT GLAZE"H"OR SIKAFLEX 552 18 PURFECT GLAZE'H'OR SIKAFLEX 552 Q Z Q Z?�
H O W O co W 0❑
1 1J2'GLASS BITE 112'GLASS BRW zOz "r z
E LL 0 S w�Z O w� _
' 38 38 z Z=2<a W0 O
0 Z-Cnz ZFO�
4 > Q�:OWZ=O?
-,m00u-0
I. wDfI}-w0oZrn
E z2Lu aLL �0OU)~-
0 _~0 w=Ofoi
GLASS TYPE A IL t a Of a
GLASS TYPE A SASH LITE
FIXED LITE
718"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS �v No 58201 •t��
1/8"TEMPERED 118"TEMPERED0= CC
'9; STATE OF .lUt
7116"AIRSPACE 7/16'AIRSPACE
5/16"LAMINATED GLASS 5116"LAMINATED GLASS
1/8'ANNEALED 118'ANNEALED reprove
.090"PVB INTERLAYER BY DUPONT090°PVB INTERLAYER BY DUPONT
1I8'ANNEALED �:1/8"ANNEALED
QUANEX DURASEAL pUANEX DURASEAL
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.
1 1/2'GLASS BITE 112'GLASS SITE FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
•B8 38 PH.941-380-1574
nSHEET DESCRIPTION:
4 I I D GLAZING DETAILS
��JI DRAWN BY: DATE:
ADE 06/10/08
DWG 1F: REV.:
GLASS TYPE B r SETTING BLOCKS PER FBC 2411.3.3.1 CWS-155 D
GLASS TYPE B SASH LITE SHEET
FIXED LITE 1:1
2OF6
`1
y
INTERIOR WINDDOWOW SYSTEMS�CYSSTETE S
SMS
3 21 19 10 39 11 21 15 3 1900 SW 44TH AVE.
OCALA,FLORIDA 34474W
Oo O wW .CW s.CC
a1
41 8100 PVC
1 d SINGLE HUNG
a6 IMPACT
oI it
Qoe a z 3 <z c
12 o <wo
21 o
20 12 20 26 W z0? �~�U"
LL Fw�Z�3�o=
SECTION VIEW B-B z z=m<xwo0
0 oou)o-zILPoia
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, 0 z 610 z z F 5 CD
RIGHT SIDE SHOWS SASH SECTION VIEW. Z O U vn =v—
30 > Wwp=o?
D: g< FFHz
12 38 W O O w U)O W ca W
?�a Er
31 29 a0 WFC wo f
5 d F D O 3 a
7 INTERIOR
4 6 J�p„DRF�rprr�i
32
er? _wr
48- 19, w: No 58209 '�9i
3! M !*z
Lyt STATE of
XN
6 1114 16 sit
12 13
14
9
25 15 f-f—
O 9/22/2017
q0 LUCAS A.TURNER,P.E.
16FL PE#58201
o __ o �0 1239 JABARA AVE.
2 NORTH PORT,FL 34288
0
PH.941-380-1574
41
SHEET DESCRIPTION:
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 D
22,27-28,33-37,4345 SCALE: SHEET
1.2 3 OF 6
PARTS LIST FRAME CORNER
ITEM PART# DESCRIPTION MATERIAL VENDOR3118" CONSTRUCTION
�/�V-/lYfIGY IYW/!J C/CY IRl nom(`/^�I
1 K6031 Frame Head,Fig,Single Hung PVC MIKRON WINDOWSYSTEMS
2 H-6031_Frame Sill,Flg,Single Hung PVC_ MIKRON 1 '-1 15116" .-7 z/1fi 1900 SW 44TH AVE.
3 H•6031 Frame Jamb,MFig,eet.
Single Hun PVC MIKRON
KEYMARK
D 2 TI OCALA,FLORIDA 34474
4 H-1836 Alum.Fixed Meet.Rail ALUMINUM KEYMARK 3 1 6 WWW.CWS.CC
5 S-6063 Fixed Rail Cover PVC MIKRON ^ 6
11/16" 1518" ` 198'
6 H-6027 Sash To Rail PVC MIKRON 1ns I J 1r1s" 8100 PVC
7 1+1497 Reinforcement for STIR ALUMINUM KEYMARK 0 L 1116" CORNER WELD
8 1+6028 Sash Bottom Rail PVC MIKRON IJ O (ALL SIDES) SINGLE HUNG
1:8
9 H-1699 Reinforcement for SBR ALUMINUM KEYMARK IMPACT
10 H-6004 Sash Side Rail PVC MIKRON PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027
11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK ¢ Z � ¢Z�
12 S-6064 Glazing Bead PVC MIKRON I- ❑w O W u/0 0
13 P-3118 Keeper,Sweep Lock ZINC SULLIVAN 31/6. -{ z W Z 0 Z XL-Ki-
0 I--
14 P-3541 #8 x 112",Pan Head,Tek STEEL FASTENAL W Z
15 P-4632 Sweep Lock ZINC SULLIVAN- o a7 1 3710' 1 1/2' U L)u)O z LL F a
16 P-4633 Barrel Fastener STEEL FASTENAL O O t-O ¢
17 Block&Tackle Balance STEEL CALDWELL 2 1/8" 10 4 SCREWEDFIXED^TOG TH R WITH EETING RAIL Z p U Uj Z j U
18 Purfect Glaze"H"or Sikaflex 552 SILICONE HENKEUSIKA OUTERFRAME - H Z LL�O O LL Z
vis" F 1:8 } ¢� W-M0-
19 Sash SEE SHEET GLASS CARDINAL ens" 1 yrs z us^ vis' X 2¢O�0 Z
20 Fixed SEE SHEET GLASS CARDINAL O q fns" w O o m o w rn w
21 P-3429 Wst .,0.270 x 0.187 back FinSeal NYLON ULTRAFAB � z(o LUi!CL 0 Cn-
22 P-4638 #8 x2-1/2 PH Mod.Truss,Type A,TEK 2 STEEL FASTENAL `i" O w 1--0 w Oz
23 910 x 1 1/2"Panhead SMS STEEL FASTENAL r 2 PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 a r LL tr Lu
24 Flat Washer STEEL FASTENAL
PVC FRAME FIN-6046
25 S-6014 Screen Catch PVC MIKRON PNOr ;�T
26 S-6013 Screen Support PVC MIKRON `�N 1Z,.-'%GEN,9'-.
27 P-4051 #8 x 1 1/4"Ph Fh TEK,Wht ZINC FASTENAL _ -v�� No 58201 '�A
28 P-3748 #6 x 0.625"Quad Fh TEK,Wht ZINC FASTENAL 1 5/16" 9/16'
29 P-3783 Impact Lock STEEL INTERLOCK v2• 11/a
30 P4069 Impact Keeper STEEL INTERLOCK STATE OF
7/8" 26 15L
31 P-4264 #8 x 314 FH PH W/#6 Head,TEK,Wht STEEL FASTENAL L 1116" Das" t116" %�Ftis<p p LCkY. `
32 P-3218 Screen Frame ALUMINUM ALLMETAL i/1 s^ •,�SSf�NA `r1,,�.
33 P-3321 Screen Corner Key PLASTIC M&M PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6053 PVC SCREEN SUPPORT-5014
34 P-3228 Screen Spline RUBBER DAPA
35 P-3581 Screen Cloth VINYL WIER
36 P-3033 Screen Spring STEEL HURLEY
37 P-3029 Screen Pull Tab STEEL HURLEY
313 P-3352 Set.Blk.85 Dur.1/8"x 5/8"x 2" RUBBER FRANK LOW E 3/4 314" 114"
y _1 1 9/22/2017
39 P-3768 #8 x 518 Phil Pan Zinc ZINC FASTENAL 1 LUCAS A.TURNER,P.E.
11 15/16' 1" 7 7/6"
40 P-3113 Weew Sup PLASTIC MSM �� t/16" t/ts FL PE#58201
41 P-3113 Screw Support t RUBBER TEAM fns^ �—D
1— 1239 JABARA AVE.
42 P-6025 Sash Stop PVC MIKRON REINF.S.B.RJS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 NORTH PORT,FL 34288
4.3 P-3059 Sash C;am PLASTIC M&M PH.941-380-1574
44 P-3295 Take Out Clip STEEL SUMMIT SHEET DESCRIPTION:
45 P-3342 Seam Sealer SILICONE SCHNEE
BOM AND EXTRUSIONS
46 P-3752 Hole Plug PLASTIC M&M 1/2'
47 H 6048 Frame Head,FIN,Sin le Hun PVC MIKRON 3116" DRAWN BY: DATE:
48 P-4959 Wstp..0.420x0.187back NYLON ULTRAFAB �O 3 a1 ADE 06/10/08
DWG#: REV.:
SCREW SUPPORT-3113 CWS-155 D
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1.2 4OF6
- r!
9
15'MAX O.C.(TYP.) WINDOW SYSTEMS
6"MAX.(TYP.) 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) 1900 SW 44TH AVE.
6"MAX.(TYP.) 4'MAX.(TYP.) ANCHOR AT MIDSPAN(TYP.) W W CWS.CC FLORIDA 34474
4°MAX.(TYP.) 8°MAX.O.C.(TYP.)-- -- -- --
_ 6'MAX.(TYP.) 4"MAX.(TYP.)
I I I I 6"MAX.(TYP.) _- -IT-
81UU PVC
8° , ISINGLE HUNG
MAX.O.C. O IMPACT
MAX.MAO.C. (TYP.)
(TyP') , I 8° I I J
I I
Z 3r
10 13/16" O MAX .C. O - WO
( 0Wo (A
O
MAX O.C. WJZ
MTG RAIL I (TYP.) ZOZ lr- F
i !2 ami}02-2m
i.. LL HW ZF�M2
4°(TYP.) T r '--�naic RAIL O O H O a Q W 0 0
IL P in fL
4"(TYP.)J X X 4'(TYP.)J I I , I C3 Z ",—.z~_co
I I X I Q O Z O m Z 0 U-
I I X I I H—LL 2 0 0 LL Z
Q I 14 I 4 4 ' air W =Z_
>- <Q � mZ
W oo��owww
LLtdW O-Iwl-
a
a0 — a��>
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCH LAYOUT- FLANGE ANCHOR LAYOUT-(FIN) a F a W wa
SIZES OVER 36"x 62" SIZES OVER 36"x 62" SIZES 36"x 62'AND UNDER SIZES 36"x 62"AND UNDER
PNORF
........
£7J 3F
59Q, STATE OF :�1t/�
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. ZZ
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/2212017
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 BY: 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. Dwc tt: Rev.:
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: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMAIAAMAIWDMA 300(EXTERIOR DOORS) 1:25 5 OF 6
MIN.EMBEDMENT (/ rJ/](�V //P]7�y(]•
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE ��-fCSIyG�J(fi�(//l1Ll(1
BY OTHERS WINDOW SYSTEMS
MIN.EDGE DIST. 114-MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. —SUBSTRATE
S6E I ANLE 1 BEE TABLE 1 BY OTHERS 1800 RW 44TH AVF
1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS o WWW.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT MIN.EDGE DIST.
PERIMETER SEALANT SEE TABLE 1 - SEE TABLE 1
0 8100 PVC
IN INSTALLER INSTALLATION ANCHOR Q SINGLE HUNG
INSIDE AND OUT SEE TABLE 1
� MIN.EMBEDMENT
SEALANT BEHIND SEE TABLE 1 IMPACT
FLANGE BY INSTALLER � pp 1!4'MAX.SHIM
11 H I]w0 WIn OO
Q 0 PERIMETER SEALANT Z w�❑ ¢ w
PERIMETER SEALANT n BY INSTALLER w Z O Z x ?F
BY INSTALLER L.S� INSIDE AND OUT O LL F w�Z O W _
INSIDE AND OUT INSTALLATION ANCHOR Z Z=2 Q=w 0 0
SEALANT BEHIND SEE TABLE 1 O O I-O rj Q=I-_
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND O 0 F-Z IL~U)a
SEE TABLE 1 -
/gl HORIZONTAL SECTION �� HORIZONTAL SECTION STALLER Q 0 Z o u)O O p U
B TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE m O =O Z
HEAD AND SILL SIMILAR FOR FIN INSTALLATION _ F
WOmw U)OO�v�iW
O wr, w=�w co
�
1!4"MAX.SHIM [L = w r �
SEALANT BEHIND
FLANGE BY INSTALLER o ,pPg
j10RE W Yl'9�,�
PERIMETER SEALANT .•ar5•'�GEN ' G�Q
BY INSTALLER MIN.EMBEDMENT �vC' No 582 1 ••'L�'A�
INSIDE AND OUT SEE TABLE 1
SUBSTRATE BY OTHERS %0 ..STATE
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE 1 o� ��i�SS/0"' ..C�`���
VERTICAL SECTION
TYPICAL SILL ANCHORAGE
TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"TTW TAPCON 1-1/2' 1-1/6' FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(1`17 PCF MIN.) 3/16"(TN TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
p 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:
3/16"[TW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1318" 7!8" INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 13/8" 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-FLEX OR ITN FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE 7/16" ADE 06/10/08
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0REA MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG Y: REV.:
1/8'ALUM.(33 KSI
MIN.)OR #10DRI GRADE 5 SELF TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 116"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" TI16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-155 D fftl
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1.2 6 OF 6
4
Window ReplacementRcet�E� Owner: Bally Bunion Group
Address: 5600 Birch Dr
MAR 0 2 2020 Fort Pierce, Florida 34982
ST.Lucie County,Permitting Contractor: South Florida Aluminuim Products
ILE ULA 4807 So Us Hwy-1
Fort Pierce, Florida 34982
Office: (772)-466-0913
Wind Zone: 150 MPH
EXISTING EXISTING Exposure: B
SUN ROOM SCREEN ROOM Risk: I
#8 #7 #6
#1=(3)36"X 62"Single Hungs w1 mulls
#5 #2=(1)36"x 49-518"Single Hung
#3=(1)36"x 49-518"Single Hung
#4=(1)36"x 49.518"Single Hung
#5=(I)36"x 49-518"Single Hung
#6=(1.)36"x 49-518"Single Hung
#91 #7=(1)25-112"x 37-318"Single Hung
#4 #8=(1)25-112"x 37-318"Single Hung
#9=(1)36"x 49-518"Single Hung
GARAGE
#1 #2* #3 Total of (11 ) windows in (9) openings
FL Prod App # 5823.1