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Product Approval Menu>Product or Appliwtlon Search>Application List>Application Detail I•}�„ ,c:.:J: �.,f •�
FL# FL5823-R7
Application Type Revision CONCEALED FASTENERS OR ATTACHMENTS
Code Version Approved
ARE THE RESPONSULU OF THE
Application Status A Approved /�pA�(�;MAN
1�N!{1 IDfW I�tl RIl �L►6 N
Comments
Archived ;
Product Manufacturer Custom Window Systems Inc. U FACMR8ANIP SHOO COMPL.ME
Address/Phone/Email 1900 SW 44th Avenue WITH FBC ENERGY CODE MUST
Ocala, FL 34474 REMAIN ON ALL DOORS AND WINDOWS
(352)368-69 Ext zss
sbrooks@cws.cc UNTIL INSPECTIONS ARE APPROVED
- .c
Authorized Signature sbrooks@cwsk c THESE PLANS AND 'ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS .
Technical Representative Erin Koss REQUIRED BY FIELD INSPECTORS THAT
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474 S NECESSARY:IN ORDER TO' ---
(352) 368-6922 Ext 291
ekoss@cws.cc
p i MQI'�19�WaPPLICABL CODES.
.:= .: . •r.,. ..
Quality Assurance Representative Jay Lathrop (�o
Address/Phone/Email 1900 SW 44th Ave. Sul.LUCIE COUNT`) 7-2TTU'Dn'G DIISION1
Ocala, FL 34474 REVTFWLD xOR�fif>
(352)368-6922 Ext 291 rs L r
jlathrop@cws.cc liF,V:l .' B
SATE `� (� 1'
Category Windows PLAITS AND PERINUT MUST BE KEPT ON JOB
Subcategory Single Hung OR,NO INSPECTION WM—L BE Y •T'E.
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
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
d, Validation Checklist- Hardcopy Received
Certificate of Independence FL5823 R7 COI EvalReD CWS-155C(SH-8100 Impact) Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/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
lr i
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
Summary 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 II CWS-155C(SH-8100. Imoact).odf
Approved foe 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 FL5823 R7 AE DuPont PVB NOA 13-0129 27.odf
and DR Outer lite in I.G. must be safety glazed when used FL5823 R7 AE EvalReo CWS-155C(SH-8100. Imoact).odf
above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. FL5823 R7 AE Ouanex(Mikron) NOA 12-1017 02.odf
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 Installation Instructions
Approved for use in HVHZ:Yes FL5823 R7 II CWS-440B(SH-8100, IMP. 74x63.
Approved for use outside HVHZ:Yes CONTHDSL).odf
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
must be safety glazed when used above 30 ft. in HVHZ. Glass FL5823 R7 AE DuPont PVB NOA 13-0129 27.odf
complies to ASTM E1300-04. FL5823 R7 AE EvalReo CWS-440B(SH-8100. IMP. 74x63.
CONTH DSL).odf
FL5823 R7 AE Ouanex(Mikron) NOA 12-1017 02.odf
Created by Independent Third Party: Yes
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 R7 II CWS-491B(SH-8100, IMP. 74x72.
Approved for use outside HVHZ:Yes CONTHDSL).odf
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 Evaluation Reports
72". Outer lite in I.G. must be safety glazed when used above FL5823 R7 AE DuPont PVB NOA 13-0129 27.odf
30 ft. in HVHZ. Glass complies to ASTM E1300-04. FL5823 R7 AE EvalReo CWS-491B (SH-8100, IMP, 74x72,
CONTHDSL).odf
FL5823 R7 AE Ouanex(Mikron) NOA 12-1017 02.odf
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).odf
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 EvalReo CWS-295D (SH-8100. IMP.
FLANGE ONLY. Outer lite in I.G. must be safety glazed when 52x96).odf
used above 30 ft. in HVHZ. Glass complies to ASTM E1300- FL5823 R7 AE Kurarav PVB NOA 14-0916 10.odf
04. FL5823 R7 AE Kurarav SGP NOA 14-0916 11.odf
FL5823 R7 AE Ouanex(Mikron) NOA 12-1017 02.odf
Created by Independent Third Party: Yes
Back Next
SINGLE HUNG LARGE MISSILE IMPACT GENERAL NOTES:
SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED l fWIINppy/A(Ll'W' 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 44THFLORIDA E.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED WWW.CW CC
IN ASTM E 1996 PER THE FBC.
A34474
54 2.GLAZING OPTIONS:(SEE SHEET 2) 8100 PVC
OVERALL FLANGE WIDTH
531/8"MAX.UNIT WIDTH OVERALL FLA GE WIDTH 3.CONFIGURATIONS:"O/X". SINGLE HUNG
4.DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT
GLASS DLO 36' GLASS TABLES ASTM E-1300-04.
MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER _� ao
INFILTRATION TEST PRESSURE AND GLASS TABLES o
- 31 1316" c m n w
771/4" GLASS DLO ASTM E-1300-.04. o 0 o f
MAX I 1 0 i "'� 0
OVERALL I I A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED
FLANGE 7 � __ _ IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR g j
HEIGHT r DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w Do
O 33 i516_' —— —I— ANCHOR CALCULATIONS. Cr
63 114"
DLOGLA OVERALL I I .I m L) w0 C
76" I I FLANGE I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT ROTARY LLo ¢ �•
MAX. I I HEIGHT O 27" LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL o o m j
UNIT
HEIGHT B B GLASS OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO Q Q ¢ LL
1- MAX DLO HURRICANE WINDS AND FLYING DEBRIS. a a a
a
i UNIT I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w w w a
B HEIGHT I I J_�- USED AT FIXED MEETING RAIL AND JAMB. < ¢ <
i I �-
37 5/16" I � I 6 8.SERIES/MODEL DESIGNATION SH-8100.
MAX. C 33
SASH 6 GLASS 305ry6" U m Q 0
I HEIGHT X DLO I MAX 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: Z
p X=OPERABLE SASH,O=FIXED SASH
6 SASH I X I 2L �� �lORE1•fl���4
I I HEIGHT GLASS 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �� P,......ti T
I C I I I I DLO LOCATION. '41�Qy.��GVN,S
4 1 4 I --- 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. No 58201 :�-A
C j q I A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62. C o: ¢-
6 f 13 STATE OF /11Al
GLASS DLO GLASS DLO ��i F O R 1�,+�,•'GN`�"
49_1JL16; 3,L5L16' — Lucas A.Turner
MAX.SASH WIDTH MAX SASH WIDTH 2O15-04-09
12:43-04:00
4L912Q15._.___
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 ELEVATIONS
TABLE OF CONTENTS
.....1 NON-HVHZ +/-65 PSF DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS
53-1/8„x 76„ AIDE 06/10/08
GLAZING DETAILS...............................2 HVHZ +/- 67.5 PSF DWG#: REV.:
SECTION VIEWS&ALT.FRAME........3 LARGE MISSILE IMPACT
EXTRUSIONS&8.O.M.........................4 NON-HVHZ +65/-75 PSF CWS-155 c
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 GLASSY-CyCfipy�® •�f('��
1/8"ANNEALED - 1/8'ANNEALED VVINDOW SYSTEMS
1900 SW 44TH AVE.
7/16'AIRSPACE 7116"AIRSPACE OCALA,FLORIDA 34474
www.cws.cc
5116"LAMINATED GLASS - 5/16"LAMINATED GLASS
118"ANNEALED 118"ANNEALED 8100 PVC
.090"PVB INTERLAYER BY DUPONT 090"PVB INTERLAYER BY DUPONT SINGLE HUNG
ANNEALED - ---1/8"ANNEALED IMPACT
DURASEAL BY TRUSEAL -Y DURASEAL BY TRUSEAL
18 PURFECT GLAZE"H'OR SIKAFLEX 552 1 B PURFECT GLAZE"H"OR SIKAFLEX 552 in o
ui
1/2'GLASS BITE 112"GLASS BITE o o O
I N
LL
(J-- w w
—J
CO to ww C
LL LL
ILL
cc cc m
C}= e o U tl
N N m z
w w O Cc
w
w w w ~
w w w °
w w w ¢
U
GLASS TYPE A ? ? ? o
GLASS TYPE A SASH LITE
FIXED LITE U m ¢ O
z
`,,`��unrrrrrrto,
..........
7/8"OVERALL INSULATED GLASS 718"OVERALL INSULATED GLASS % c. TG���
',
118"TEMPERED 118'TEMPERED `�JGPry\BEN SF•N'pyc�+
7116"AIRSPACE 7/16"AIRSPACE No 58201
—5/16"LAMINATED GLASS - 5/16"LAMINATED GLASS
=ro: CC.-
STATE OF .lug
118 ANNEALED 1/8"ANNEALED O •�4:
%%4 O P�\����
.090'PVB INTERLAYER BY DUPONT 090"PVB INTERLAYER BY DUPONT �i�S .
- —1/8'ANNEALED ANNEALEDA ��F118'
DURASEALBYTRUSEAL - DURASEAL BY TRUSEAL
18 PURFECT GLAZE"H"OR SIKAFLEX 552 18'PURFECT GLAZE'H^OR SIKAFLEX 552 �'�
LUCAS A.TURNER,P.E.
FL PE 1!58201
�38
112"GLASS BITE 1!2"GLASS BITE 1239 JABARA AVE.
:AdNORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
a
O GLAZING DETAILS
DRAWN BY: DATE:
AIDE 06/10/08
DWG N: REV.:
GLASS TYPE B CWS-155 C
GLASS TYPE B SASH LITE scALE: SHF�C-T
FIXED LITE 1:1 20176
I
M
INTERIOR WINDOW
SYSTEMS
4®�
3 21 19 10 39 11 21 1900 SW 44TH AVE.
�r OCALA,FLORIDA 34474
4 www.cws.cc
a1
41 8100 PVC
o SINGLE HUNG
Las IMPACT il
12
21 0 0 0
20 12 20 26 0 o O
SECTION VIEW B-B w V
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, a
RIGHT SIDE SHOWS SASH SECTION VIEW. o z
m m wcc
C
30 v o U U
N N m Z
12 _ ¢ ¢ ¢ U LL
38 - a a a F-
a
31 - 29 w w w OC
5 o 0 o w
Q INTERIOR > j � o
3 - 6
U
2
48 '9 �`�P�SO REbV rT'riri
NS GAyrr:
?�t No 58201
8 '5) STATE OF Z
14 ......4
25
a
\ /
LUCAS A.TURNER,P.E.
FL PE#58201
PD _ 1239 JABARA AVE.
2 u 0 a O NORTH288
PH,941 380-1574
at
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 C
22,27-28,33-37,43-45 SCALE: SHEET
1:2 3 OF 6
PARTS LIST FRAME CORNER
REM PART# DESCRIPTION MATERIAL VENDOR CONSTRUCTION
1 H-6031 Frame Head,Fig,Single Hung PVC MIKRON 31/a iVUt1N/((UYY�IIWVV///uucr I�l(/v/ICI
2 H-6031 Frame Sill,FIg,Single Hung PVC MIKRON —1 15ns'— WINDOW SYSTEMS
3 H-6031 Frame Jamb,Flg,Single Hung PVC MIKRON 1 --23/16°— 1900 SW 44TH AVE.
2 OCALA,FLORIDA 34474
4 H-1B36 Alum.Fixed Meet.Rail ALUMINUM KEYMARK 1 fl 6 WWW.CWS.CC
5 S-6063 Fixed Rail Corer PVC MIKRON 3
6 H-6027 Sash Top Rail PVC MIKRON 2 11/16' 1 5/8" 1 5/w
7 H-1497 Reinforcement for STR ALUMINUM KEYMARK -1116" 1/ts"_ - 8100 PVC
O - -1/16" CORNER WELD
8 H-6028 Sash Bottom Rail PVC MIKRON L 1 IALL SIDES)
9 H-1699 Reinforcement for SBR ALUMINUM KEYMARK 1:8 SINGLE HUNG
10 H-6004 Sash Side Rail PVC MIKRON 1 IMPACT
11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027
12 S-6064 Glazing Bead PVC MIKRON ,n mo
13 P-3118 Keeper,Sweep Lock ZINC SULLIVAN m n a ui
14 P-3541 #8 x 112",Pan Head,Tek STEEL FASTENAL 1f2 = 0 0 o r
-3 1!8" o = o 0
15 P-4632 Sweep Lock ZINC SULLIVAN ___ __
16 P-4633 Barrel Fastener STEEL FASTENAL I 47 1 1/2'-- u-
17 Block&Tackle Balance STEEL CALDWELL O 1 3/16" I w )
18 Purlect Glaze"H"or SikaBex 552 SILICONE HENKEUSIKA 10 IT-X !1 FIXED MEETING RAIL (f.
lJ SCREWED TOGETHER WITH v O z
19 Sash SEE SHEET GLASS CARDINAL I m m w
STEOUTERFRAME LL LL Q C
20 Fixed SEE SHEET GLASS CARDINAL -1/16' 1:8 a o Cr,
39l1 fi" 15/8' 21/8" —1-1/16°
21 P-3429 Wstp.,0.270 x 0.187 back FinSeal NYLON ULTRAFAB O N $ m Z
22 1 P-4638 1#8 x 2-1/2 PH Mod.Truss,Type A,TEK STEEL FASTENAL q - -tr16" w w w O ¢
23 #10 x 1 112"Panhead SMS STEEL FASTENAL 1 - a a a a
_ 0 0
24 Flat Washer STEEL FASTENAL ! w w w o
25 S-6014 Screen Catch PVC MIKRON 1 1 PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 0 0 0
26 S-6013 Screen Support PVC MIKRON
27 P-4051 #8 x 1 1/4"Ph Fh TEK,Will. ZINC FASTENAL PVC FRAME FIN-6048
28 P3748 #6 x 0.625"Quad Fh TEK,Will. ZINC FASTENAL U m ¢ z
29 P-3783 Impact,Lock STEEL INTERLOCK
30 P4069 Impact,Keeper STEEL INTERLOCK 1 51i6" 9116'— �.`��y PDR�f1,
31 P-4264 #8 x 314 FH PH w/#6 Head,TEK,Wht STEEL FASTENAL r
32 P-3218 Screen Frame ALUMINUM ALLMETAL 1/2'� 1 1/8' J P:'�CENS"'•�Q���
7— 51s . 6 F r
7 4z I 5 _l� J�? tn�i
33 P3321 Screen Comer Key PLASTIC M&M 7/8• - 2�6 1 5 ts' No 58201 :11
34 P3228 Screen Spline RUBBER DAPA j �1/1s, Jo45.
` L 1/16
35 P-3581 Screen Cloth VINYL WIER 1/16' L_ =-a3 C¢=
36 P-3033 Screen Spring STEEL HURLEY PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 '9 STATE OF .4U
PVC SASH STOP-6025 PVC SCREEN SUPPORT•6014 �Vj;
37 P3029 Screen Pull Tab STEEL HURLEY ��s.<O R 1C-*jz=z
il Pa `
o Zinc 2" RUBBER ZINC FRANK FASTENAL
���4S�ONA�`��`�,%
39 P 3768 #8 x 5/8 Ph
40 P-4479 Weepco%er PLASTIC M&M
41 P-3113 Screw Support RUBBER TEAM 3/4— 5r8°j
42 P 6025 Sash Stop PVC MM&M 3/16"7 9 1. 1
43 P3059 Sash Cam PLASTIC M&M n 15116" I/�� 1/16" j• I��I�I 7/8" LUCAS A.TURNER,P.E.
44 P-3295 Take Out Clip STEEL SUMMIT ? +_I/�j j_LJ -v 6" i— PE If 58201
12FL JABARA AVE.
45 1 P-3342 ISeam Sealer SILICONE SCHNEE 4 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD•6064 NORTH PORT,FL 34288
6 P-3
47 H752 Hole Plug PLASTIC M&M REINF.S.B.RlS.S.R.-14s8•6048 Frame Head,FIN,Single Hung PVC MIKRON
PH.941-380 1574
48 1 P-4959 jWstp.,0.420 x 0.187 back NYLON ULTRAFAB
SHEET DESCRIPTION:
BOM AND EXTRUSIONS
1/2"
3/16 DRAWN BY: DATE:
p a1
I� 3 y ADE 06/10/08
r
DWG p:
SCREW SUPPORT-3113 REV.:
CWS-155 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1:2 40F6
1
�J
15"MAX.O.C.(TYP.) WINDOW SYSTEMS Ilv/I
6-MAX.(TYP.) _ 4-MAX.(TYP.)--{I 8-MAX.O.C.(TYP.) OCA A,FLORIDAAVE.
6"MAX.(TYP.) � -- -- 4'MAX.(TYP.)1 I FF
OCALA, LORI 34474
4"MAX.(TYP.)—.{I I�--.{�-8"MAX.D.C.(TYP.) WWW.CWS.CC
-- -- ANCHOR AT MIDSPAN(TYP.) 4"MAX(TYP) I I
6'MAX.(TYP.)
6'MAX.(TYP.) 8100 PVC
SINGLE HUNG
14" 0 MAX 0 C.
MAX.O.C. (TYP') f IMPACT
(TYP.) I 8" I I
10 13l16" ' MAX O.C. I 0 I n r o
L I I MAX.O.C. (TYP.) o 0 0 Lii
~
qld7GR/1IL n
I I (TYP.) ,�, r
o 0 0
4"(TYP'
)� r 1. ---� w
lnGlL w m
a'(�P') X X 4•.(TYP.) i I I I v.
I
I X I X I pa m w C
LL LL
N N m Z
a a a
❑ ❑ ❑ D-
w w w Q
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) a a a
SIZES OVER 36"x 62" SIZES OVER 36"x fit" SIZES 36"x 62"AND UNDER SIZES 36'x 62"AND UNDER a a a 0
> > > ❑
U CO Q Z
��. No 58201
NOTES: '
�=. STATE OF :4Q
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.
z ..�3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. L9L20-15 -
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 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE ANC
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. DWG At: REV.:
CWS-155 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!
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHEET
125 50F6
MIN.EMBEDMENT f( ]///(� //})r{f}f]'E69
TYPICAL HEAD ANCHORAGE SEE TABLE 1 I SUBSTRATE V-(9(S�'(39//0 BY OTHERS WINDOW SYSTEMS
MIN.EDGE DIST. 114"MAX SHIM— - SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
_ SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1
SUBSTRATE BY OTHERS
TABLE 1 - 1 SEETABLEI WWW FLORIDA34474
CWS.CC` MIN.EMBEDMENT o MIN.EDGE DIST.
SEE TABLE 1
SEE TABLE 1
PERIMETER SEALANT-- - (, �� - 8100 PVC
BY INSTALLER 1 INSTALLATION ANCHOR-- - -- Q I SINGLE HUNG
INSIDE AND OUT / —/ - - SEE TABLE 1 MIN.EMBEDMENT
SEALANT BEHIND -, o d C� SEE TABLE I IMPACT
FLANGE BY INSTALLER L 114"MAX SHIM
I
PERIMETER SEALANT o 0 o FW
PERIMETER SEALANT BY INSTALLER ao o O
BY INSTALLER o INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR w �
l
SEALANT BEHIND I SEE TABLE 1 W F
INSTALLATION ANCHOR FLANGE BY INSTALLER I SEALANT BEHIND u;
SEE TABLE 1 FIN BY INSTALLER L) U 0Lu
C
�B'\ HORIZONTAL SECTION �C� HORIZONTAL SECTION m m
a o p
6 TYPICAL JAMB ANCHORAGE �.6 TYPICAL FIN ANCHORAGE
"� HEAD AND SILL SIMILAR FOR FIN INSTALLATION N N COj
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wcc cc 0
w w
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U w w w
r 1/4"MAX.SHIM o 0 o W
SEALANT BEHIND -�
FLANGE BY INSTALLER
(I U m Q Z
PERIMETER SEALANT MIN.EMBEDMENTBY %P% QRE►q>'++�++
INSIDE AND OUT SEE TABLE I �%N..P pENS•TGp���'
SUBSTRATE BY OTHERS--� ter. No 58201 -P
SEE TABLE 1 --�—MIN.EDGE DIST. lk
SEE TABLE 1
VERTICAL SECTION '9O STATE OF :kltL
G TYPICAL SILL ANCHORAGE ;'c'FS Al p R
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TABLE I:APPROVED INSTALLATION FASTENERS 4/9/2015
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
PE
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" # A Al
PERIMETER SEALANT 1239 JA39 BAR AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW 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
p HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1 318" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILUNG SCREW THRU 0.060" 7/16" ADE 06/10/08
MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-155 C_
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE: SHE#T
12 60F6
II