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A.' Product Approval
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Apjse�al term>Prod.Cg or Aociicadorz 5+_i;>Ap.E r.at,r l,i;}t>Application Detail
IN
�FL5823R8
:.
pplication Type
ode Version =Approved
pplication Status
omments
rchived x
roduct Manufacturer Custom Window Systems Inc.
ddress/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
uthorized Signature Kevin Pine
kpine@cws.cc
ethnical Representative Jay Lathrop
ddress/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
uality Assurance Representative Arturo Monteverde
ddress/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 221
amonteverdeverde@cws.cc
Category Windows
('} Subcategory (�:Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
...j Evaluation Report-Hardcopy Received
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
Validation Checklist-Hardcopy Received
Certificate of Independence F5823 R$ QI Fral e,ort155Ddf
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
Equivalence of Product Standards
Certified By
Is'i ctions from the Code
duct Approval Method Method I Option D
I ate Submitted 09/28/2017
Rate Validated 09/29/2017
Rate Pending FBC Approval 10/02/2017
Date Approved 12/12/2017
Summa[y of Products
Lr# Model,Number or Name Description
8237 / 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact)
Llmrts of
Use
Installation Instructions
Approved or use in HVHZ:Yes FL5823 R8 11 CWS-155P_p!jf
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 EvalReport1S5D.Odf
OP.Outer lite In Z.G.
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 1 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 11 CW -440C.Odf
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 Eva llkerlprt440C.i2df
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 I! CWS-491g;.odf
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 Eva[Repor1,491C.pd
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 I sash.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FLS623 R8 11 CWS:295f�,P�QF
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 EvAjRg9G_6,295_E..P_d_f
FLANGE ONLY,Outer lite in I.G.must be safety glazed when Created by Independent Third Party:Yes
used above 30 R.In HVHZ.Glass complies to ASTM E1300-04.I
F-R,
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-nicords 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
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 hem.
Product Approval Accepts:
low
_.........-_.__..—__.___....____.____...._._......_....__.._...._---._..._.._...........__.._..._....................__.....__-.............._..._........_-_._.-..___._.---..__....___--_____._._.___........___.........._.....___..___-._._.......—..-_-.--....__.__._.
SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: - aagi Dm.
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 FSC. www.cws.cc
54 2.GLAZING OPTIONS:(SEE SHEET 2)
OVERALL FLANGE WIDTH 8100V
37114" 3.CONFIGURATIONS:"O/X".
8100PVC
'I•- ••• -•53 118"MAX.UNIT WIDTH OVERALL FLANGE WIDTH SINGLE HUNG
1 _ .4,DESIGN PRESSURE RATING: IMPACT _
9615LiS_ - -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS DLO - -- 36. GLASS TABLES ASTM E-1300-04001/09.
_ MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
-- --
- --- -- --r • r,,...'--- a -Z
xINFILTRATION TEST PRESSURE AND GLASS TABLES O_ w_joz77 114" ASTM E-1300-0400ll09. z ¢r
w
MAX, GLASS DLO
W zOZ_
OVERALL I I A 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED o r--Liu 2 0�3 s
FLANGE 1 • .1_::..._...__..._ __ _ IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z x 2¢�W.o 0
HEIGHT I ( -- I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD Ov O t OF J a x i-w
Q GLASS
63114" -I- ANCHOR CALCULATIONS, z O z Z~--:35
-
DLO I i j 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.THE IMPACT SWEEP Q F-Z O g z O a V
DL4 FLANGE ! } -D-w O x 0 z .
MAX. I I HEIGHT I LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL ¢ ¢O f t z
UNIT Q 2T' OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO Q rR x u1 t- O w
HEIGHT -1 i 62" B GLASS HURRICANE WINDS AND FLYING DEBRIS. w_ lu3O d w rn 60 w cow
MAX DLO w Z
I UNIT 7,ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT p w k O a..O
HEIGHTir
I I .I.__._.1 USED AT FIXED MEETING RAIL AND JAMB, a F Wa. w U)
37.5/16" I I i I 6.SERIES/MODEL DESIGNATION SH-8100. ul�iiu a
MAX. C 34_" i ♦ tt��ORLI' Nr4
SASH I g GLASS 3Q5116" 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ���c544�••"- 1 rr4
HEIGHT X (J--`DD� DLO ! MAX I X=OPERABLE SASH,0=FIXED SASH f ��G'+`•'y\pG' SF"4'Qyr;.
SASH X '
27.". "•v No 58201 •:"0 S,
i I HEIGHT i I GLASS 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR I
LOCATION. '
11,EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4°FROM BOTH ENDS. 'PO; STATE 4F %tS
C A,t A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". rrr�iV,....... �� ``,`
GLASS OLD GLASS DLO
49.11/16" - - 31 5(16__ __. LucasTurne
MAX SASH WIDTH MAX SASH WIDTH r i
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.941-3M1574
'SHEET DESCRIPTION:
LOCATION MAX. UNIT SIZE DESIGN PRESSURE IMPACT RATING GENERAL NOTES AND
TABLE OF CONTE S RAT)NG ELEVATIONS
ORAWN-BY-—rpaTE,
GENERAL NOTES&ELEVATIONS.....1 NON-HVHZ +/-65 PSF 53-1/8"X 76" ADE ; 06/10/08
GLAZING DETAILS................... 2 HVHZ +/-67.5 PSF -67VG iR4'EV-' --
SECTION VIEWS&ALT.FRAME........3 LARGE MISSILE IMPACT - D
EXTRUSIONS&B.O.M......................_4 NON-HVHZ +65/-75 PSF CWS-155
ANCHOR SCHEDULE&NOTES..........5 36"x 62" SCALE: s oFE6
INSTALLATION DETAILS......_...._._._6 HVHZ +67.5/-75 PSF t:1
.......... ...............__................__.._.........._......................................_.__....................................-__-.........__-_...............-..........._..._.._._._.._........._....................._..._________..__...____..................._..-____.______.___..............._..-..-....._............_._..__--_...__._.__.______....______..___...----,...---____.�,...__.._,_._,_..__.._...
•- 718'OVERALL INSULATED GLASS - 7/8°OVERALL INSULATED GLASS ( 4pv (OL
in
.... ._....._.__...._._................1/8"ANNEALED ,._.u__
............... 118'ANNEALED WINDOW SYSTEMS...
1900 SW 44TH AVE.
-� 7/16"AIRSPACE 7116"AIRSPACE OCALA,FLORIDA 34474
WWW,CWS.CC
�- 5116'LAMINATED GLASS 5116•LAMINATED GLASS
118"ANNEALED - -----118"ANNEALED
8100 PVC
090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT
i� ! SINGLE HUNG
--� —•118"ANNEALED - - •-1/0"ANNEALED _ IMPACT
QUANEX DURASEAL QUANEX DURASEAL -
i IG SPACER j IG SPACER '
1)PURFECT GLAZE"H"OR SIKAFLEX 552 601 PURFECT GLAZE"H"OR SIKAFLEX 552 Q z <Z0 z?�
...j / 7Y ...... .�. r, Q(UO -woo
(1 G... 112"GLASS BITE 112"GLASS BITE W Z O z}
1 _..�-...1. ti F W 2 1-R.�T
•38- _ - 38'• - - - z 2 H<L IY W O 0
Nz CL P w IL
Q pzooz- 0
W Oti Q w w a w w W
a zx(L wO�u~i
�� Wx,�`•Iwl111
GLASS TYPE A n. o a
GLASS TYPE A SASH LITE
FIXED LITE I ++s+++ppfDRE4M���tir
tid'4p°j,'�101iN8fi�Q2y�i
718"OVERALL INSULATED GLASS --- - 718"OVERALL INSULATED GLASS No 58201
•:
. .
118"TEMPERED - - - •- --118"TEMPERED :4
0
-' 7116"AIRSPACE 7116"AIRSPACE ':P SrATE OF
FBF;O R 1 O P.'141R2�+�
j-- ----5116"LAMWNATEDGLASS -5/16"LAMINATED GLASS ,S�ONA4-Ep���
• •- 118"ANNEALED - ----1/8"ANNEALED ,ftimtl+t+;
tom--.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT I
-!`t -118"ANNEALED ---118"ANNEALED
.QUANEX DURASEAL QUANEXDURASEAL
f!; IG SPACER /,/ IG SPACER I
al PURFECT GLAZE"H"OR SIKAFLEX 552 (18,PURFECT GLAZE°H"OR SIKAFLEX 552 9/22/2017
LUCAS A.TURNER,P.E.
(i�.•— 112"GLASS BITE 1/2"GLAFL PE#58201
SS BITE 1239 JABARA AVE.
1 1 NORTH PORT,FL 34288
;38r.. .... _ _ .38�... ...........
- PH.941-380-1574
`.SHEE7'DESCRIPTION:-'- !"-
r' f GLAZING DETAILS
(J DRAWN BY. 13AT5.
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
I
2QF6
_.:......_................___................................_................._..........._.._.___...__._._._.___..._._..__._.___...._.._.....__._..-..---.-____.._.,_......-__....__................._...__.__.__.._..__.___..__-__.-....__....._.__.___.....___..__..___.._.___ ,__------.__..._____.__....._....__......._...___.__._............._-.._.._........_.....
_._._.._.__._-...__....�_�
WTERIOR cf%m SY5T�P4S
(3) 0} �i_9; 50��3�1 js2,4���s �3) 1900 SW 44TH AVE.
1 !-
OCALA,FLORIDA 34474
_ WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
� a z
2 W-j0 Qw�W
/"� r12 r20w z O z
(*6 ti Fw�z° mss
SECTION VIEW B-B z z z 5-¢tlf w 0 0
0 0s~i)I--Z(L ~i0.
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, o z z z h y
RIGHT SIDE SHOWS SASH SECTION VIEW. z0 5
F.?w:EzOpLLZ
fy a wry -' Z'6
Qm
zcnw a�rnr
O =FZ0 a.maf(n
`7� d I- d �s ti.i
Vis}- a
{7 INTERIOR
4 � `++MgriNIrylj
6: +,++ p fORE1�• 1�.
`8T v; Na 58201 :7.1 a
19) it; it L
'?�6`s`•�O Ft 1D.Q`0��Q
13 11/121P14�
CRs
...._...... 91221249Ov
7--........
LUCAS A.TURNER,P.E.
.40 t� p ins) FL PE#58201
1239 JABA�L p NORTH PO TE
6FL 3 288
a PH.941-380-1574
9HEET DESCRIPTION:
SECTION VIEW C-C
SECTION VIEW A-A ATSECTION VIEWS
lT JE FIN FRAME SWEEP LOCK REQUIRED
NO SWEEP LOCKS ALLOWED EORSIZES�LER 36"x 62". Di�nwM.n —�unTE __
FOR UNITS 36"x 62"AND UNDER. ADE i 0$11010$
Dwc n: REv.:
ITEMS NOT SHOWN FOR CLARITY: CW 5-155 D
8—n�E:
22,27-2$,33.37,43.45 j SHEET
_.____...__._-...._....---_-....................._..._.._.__..___-__..-__._.._._.. .-._._._._,.__..__._._.__..-_.__._...._.._._..---.._._..--------- _..__...._.._........_.._.__._.___._.._...._..-__..__._...-_._._._-_.__._--_-.._._..__...._.....-..___..____.__._._.._........— ----_ .._..__._._-----...•_.... -__..._1:�._._--_.._.._......--.._
_.............__.._...._....._._......_...._......,.....................__....__._...µ_....__......._.._...................__.._.._....._--_.__._........._..._.._.._.....,....._.............._....._..__: ..__............................. .....__..........---,..._..._.__..............__........._...__.........._.._................_..-...........-............
...............
PARTS LIST FRAME CORNER
ITEM PART# DESCRIPTION MATERIAL VENDOR 31/8" CONSTRUCTION �jjl/(� (900'L/(,r+f'/jd�
1 H-6031 Frame Head,Fig,Single Hun PVC MIKRON W€tVtW SYSTEW€S��f
2 K6031 Frame Sits,Fig,Single Hung PVC MIKRON .._.......2 3116"-.._^ 1900 SW 44TH AVE.
3 H-6031 Frame Jamb,Fig,Single Hung PVC MIKRON I OCALA,FLORIDA 34474
4 H-1836 Alum.Fixed Meet.Rail ALUMINUM KEYMARK (3} {6 WWW,CWS.CC
5 S-6063 Fixed Rail Cover PVC MIKRON 11!16" 1 518" 1 5/B-
6 1+6027 Sash To Rail PVC MIKRON ! t 8100 PVC
1118°
7 H-1497 Reinforcement for STR ALUMINUM KEYMARK
in7j - ins" 1116"` ' CORNER WELD
_B- H-6028 Sash Bottom Rail PVC MIKRON 1.(ALL SIDES) SiNGIE HUNG
9 H-1699 Reinforcement for SBR ALUMINUM KEYMARR IMPACT
10 K6004 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 a Z ¢ 3
12 S-6064 Gtazin Bead PVC MIKRON z w w pa c w o m
13 P-3118 Keeper,SweepLock ZINC SULLIVAN 3118" - 22' w z O z <r i w
14 P-3541 #8 x 1/2",Pan Head,Tek STEEL FASTENAL _ _.._..I o �w y �2 x
15 P-4632 Swee Lock ZINC SULLIVAN ' *2'
471 - 1 1/2" - z z a of W o p
16 P-4633 Barrel Fasten& STEEL FASTENAL 1 3/ts" _� o o co r-v d
T FIXED MEETING RAIL �'�
17 Block&Tackle Balance STEEL CALDW ELL z ita" € ro 7 z Z r 0 to
-
t� SCREWED TOGETHER WITH Z O Z U z V-
18 Purfect Glaze"H'or Sikaflex 552 SILICONE HENKEUSIKA j i oOTERFRAME a I,_LLg O a O
19 Sash SEE SHEET 2 GLASS CARDtNAI s{16" 1116"{ 1 518` 21/8" 1116" 1 g w d�O F-O Z
20 Fixed SEE SHEET 2 GLASS CARDINAL _ __1116" w p n afrtoaf to to w 65 Ow21 P-3429 Ws .,0.270 x 0.187 back FinSeal NYLON ULTRAFAB wi y iL 0 p W cp22 P-4638 #8 x 2-1/2 PH Mod.Truss,T e A,TEK 2 STEEL FASTENAL _ p w r 0 o.1,29
3 #10 x 1 1/2"Panhead SMS STEEL FASTENAL �^ PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 a o. W a
4 Flat Washer STEEL FASTENAL PVC FRAME FIN-6048
6 S-5014 Screen Catch PVC MIKRON >>+��NOR tM1�� 4,
6 5-6013 Screen Support PVC MIKRON I $; V¢�w,�
7 P-4051 #8 x 1 1/4"Ph Fh TEK,Wht ZINC FASTENAL .*`D,, S+0
8 P-3748 #6 x 0.625"Quad Fh TEK,Wht. ZINC FASTENAL -15/1 s" 9116" No 58201 ';A t
1/2 1118
P-3783 Impact,Lock STEEL INTERLOCK I ] r f 5/1g• w,�y: jam+
30 P-4069 Impact,Keeper STEEL INTERLOCK ! �_'' �13 STATE OF -'14
a.
t 5ns" } "o w.
31 P-4264 #8 x 3t4 FH PH w1#6 Head,TEK,Wht STEEL FASTENAL 718° (( �- ?s, +'�,
...__ _ ._. 1116. .045" -1116" "irCt",:�ORt •'`Q����
32 P-3218 Screen Frame ALUMINUM ACEMETAE 111 s" PVC SCREEN CATCH•6013 PVC FIXED RAIL COVER-6063 AVC SCREEN SUPPORT-6014 �x4 S�fiNA�
33 P-3321 Screen Corner Ke PLASTIC M&M PVC SASH STOP-6025
34 P-3228 Screen Spline RUBBER DAPA
35 P-3581 Screen Cloth VINYL WIER t
36 P-3033 Screen Spring STEEL HURLEY
37 P-3029 Screen Pull Tab STEEL HURLEY
3$ P-3352 Set.BIk.85 Dur,118"x 518"x 2" RUBBER FRANK LOW E4" t' 9/2212017
3118'— -...... .. 9; T� 12
39 P-3768 #8 x 5/8 Phil Pan Zinc ZINC FASTENAL L 7 } ) ____..............___.._...__._..__...___.....
15116, r �� 716, = LUCAS A.TURNER,P,E.
40 P-4479 Wee cover PLASTIC M&M T }G t 11 moi' 1/1s" t 1/16° I i FL PE#58201
41 P-3113 Screw Support
RUBBER TEAM II 1t16" 1%11 II�� 1239 JA$ARA AVE.
42 P-6025 Sash Stop PVC MIKRON REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 NORTH PORT,FL 34288
43 P-3059 Sash Cam PLASTIC M&M PH.941-380-1574
44 P-3295 Take Out Clip STEEL SUMMIT _..__.....-_..._.....„ __...
i SHEET bESCRIPTION:
45 P-3342 Seam Sealer SILICONE SCHNEE
_ BOM AND EXTRUSIONS
�F,L�-P-3752Hofeu PLASTIC M&M47 Head,FIN,Sin le Hun AVC 48 0.420 x 0.187 back NYLON I ULTRAFAB J 17-1 3" - 41. ADE 06/10/08
SCREW SUPPORT-3113 CWS-155 D
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEET
SCALE: -- —'HEET
_____-._.__.__.-..-_.----.._---...._..---._.._._.__.._.._._._.__.._.._.._..__.---._....._._..-_._.._.....__.__..._.._.._.._._...._.._._.....—.._----...._.._.._.._._.__-__..__..._.._-____._.._----......._._._.._.._._.____..._..__.._._..-----.._....._.._._...._.._........_._....__........_.._._.._.._..___._.._........_.._....._._...,_,._.___...._...._.._.._.._.._._.._.._._._........---..._.._.._...1'2.._._.._..._.._4 OF 6._........
__._...._._.__._...._.___........_........__.._.._.......__._._.......,.--------.....__.__.__.....__.........-._.
15-MAX.D.C.(TYP.) WINDOW� ®SYSTEMS'
9-MAX(TYP.) - - 8"MAX.O.C.(TYP.)
6"MAX{TYP.) � - 1900 SW 44TH AVE.
6"MAX.(TYP.)....._...) �M1 4"MAX.(TYP.) ., W ALA,FLORIDA 34474
4"MAX.(TYP,) 8"MAX.O.C.(TYP.)
cC
ANCHOR AT MIDSPAN(TYP.)---
j'" 6"MAX.(TYP.)- 4"MAX.(TYP.)- ,
t 6"MAX.(TYP.) i-7-1 ; 8100 PVC
INE
(TMp.o.c. p HUNG
(. ! SGLIMPACT
14"
MAX.O.C.
(TYP.) I ! 8" I !
10 13f16" _. I i i MAX.O.C. i (a ¢ ¢230
I i i I MAX.O.C. (TYP.) 1- Q W O Q W o O
Z 151-lQ r_ZW
MTGftNL I I (TYP,) 0 Q 0�r O w�m
4"(TYP.) L.. ..-(Y"MTG RNL O O O¢¢W O O
1 U i-N.
4"(TYP.)--� X X 4"(TYP-)" i t ! t O Z :Z Z h m'
I I I X I I X I Q P-,:ioo tO
1 ( 4 4 4m Q � M oN
51 OO,tr!l�u1 U)W.
' tutu 0-s r!?i--
CL EL
ANCHOR LAYOUT-{FLANGE) ANCHOR LAYOUT-(FIN)" ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) a H a a
SIZES OVER 36"x 62" SIZES OVER 36'x 62" SIZES 36"x 62"AND UNDER SIZES 36"x 62"AND UNDER
9": STATE 4P i�
NOTES:
I.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 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. 912212017
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 1158201
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.
`SViEET OISCRIP710N: •_�_-�µ
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, v-- —0RAwN 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. ;ow�a: IREV.:
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: scnLE:
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHEET
1:25
_....... ...........-..._-_.........._._................._._... - .._..._.__ - .... ..................._....................--.._.. .._......._......-............__.-..................._...........-..-..............................._._--._._.._..__....... -._._._._.._.. ---.._.._......_.._..._.._. ......_._.....-........_...........-.._....._.._......._..n.._.._.._.........._...._.._........_..... 5 OF 6
_.._..._.__.._...._...... _.._._...............__...._.................-....___-__....._-...._..._._-__..._...............-•...,__._._.............. ........_............_......-•_.._..__._-_.................._........_..........___.•.........._....--..._....................._....._.......-.._............................._.._...................__..........................................__....-............_........_......
__....
MIN.EMBEDMENT
TYPICAL HERO ANCHORAGE BEE TABLE 1 = SUBSTRATE V�-CriYIaLIYU/iUuu'
BY OTHERS WINDOW SYSTEMS ._.
-------^-- - MIN.EDGE DIST. 1/4"MAX.SHIM - ( SEE TABLE 1 MIN.EDGE DIST. - SUBSTRATE 1000 SW 44TH AVE.
SEE TABLE 1 .,. SEE TALE 1 BY OTHERS
( SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS , 114"MAX,SHIM- WWW.CWS.CC
SEE TABLE 1i
MIN.EMBEDMENT i MIN.EDGE DIST.
? SEE TABLE i
PERIMETER SEALANT J SEE TABLE 1 } o •• - t 8100 PVC
BY INSTALLER �,_� INSTALLATION ANCHOR--• --
INSIDE AND OUT / _ SEE TABLE 1 SINGLE HUNG
MIN.EMBEDMENT
SEALANT BEHIND --� O j - SEE E 1
TALIMPACT ..
FLANGE BY INSTALLER 114"MAX.SHIM '
-3 4 Z 6z�
ci
Q -PERIMETER SEALANT Z w-1 00 Q pw.Z w
PERIMETER SEALANT BYINSTALLER w z 0 z -F-
BY INSTALLER INSIDE AND OUT O t-QW z O�m 2
INSIDE AND OUT --- INSTALLATION ANCHOR z Z T <ti w w OQ
INSTALLATION ANCHOR--- lz
SEALANT BEHIND SEE TABLE i O O t-O a-x f•
SEE TABLET i _.__ FLANGE BY INSTALLER SEALANT
BEHIND
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Z O Z O�Z 5U-
r"B�. HORIZONTAL SECTION C
HORIZONTAL ¢ F-LL�O Q ti O
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HEAD AND SILL SIMILAR FOR FIN INSTALLATION FQ- O d 3:ZO
w 0Ir!n0wFaw
0- ViNziL 0O v~i
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i SEALANT BEHIND 1/4"MAX.SHIM 1
a.
FLANGE BY INSTALLER 1olRE W r
t
PERIMETER SEALANT-- MIN.EMBEDMENT v No 58201 ��
BY INSTALLER SEE TABLE 1 i
INSIDE AND OUT : ( •;�.
'fit 5TATE OF of
SUBSTRATE
SEE TABLE 1BY OTHERS _ ���'��
SEE TABLEDIIST.
A' VERTICAL SECTION
TYPICALSILLANCHORAGE , Y
TABLE 1:APPROVED INSTALLATION FASTENERSIU 812212017
____.._.. _•-____....-.__._._._._---_.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-1/2" 1-118" FL PE#58201
PERIMETER SEALANT-- 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON V 1" INSIDE AND OUT I PH.941-380-1574
'D�• HORIZONTAL_SECTION
TM __ __..__���_•„
FLANGE GROUT-FILLED CMU(ASC-0 - 6 �% BOX FRAME INSTALLATION :SHEET oEscRlPnpIJ _..�_._.—'
TAPCON 3/16"171N N HEAD AND SILL SIMILAR FOR BOX INSTALLATION
.
FLANGE 2X MI SOUTHERN PINE(G=0.55) OR ELCO TAPCOULTRAQN 1-318" 7/8" INSTALLATION DETAILS
2X MIN.SOUTHERN PI - - 778 FLAW GE-REMOVAL=NOR'E-,=RAFtTIALe�_-C7L-Et1EL`FREMflVJ,NS TF FL-ANG Mgr— DfrP -
FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEXOR ITW FULL THREAD 7116" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 06110!06
(33 KSI YIELD MIN) #10 G SELF-DRILLING SCREW THRU 0REA MIN,1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED awcu:
118"ALUM.(6063.75 MIN.)OR #10 GRADE 5 SELF-TAPPING! FULL THREAD IREv..
FLANGE 711x" INSIDE AND OUT, PERIMETER,BYINSTALLER.
118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-155 D
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. _____SHEET
1.2 6OF6