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-ism FL# FL13010-R9
Application Type Revision
Code Version !Approved
Application Status
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived =
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44t venue
Ocala, FL 34474
(352) 368-6922 Ext291
jlathrop@cws.cc
Authorized Signature Jay Lathrop
jlathrop@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext291
jlathrop@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Category nFixed
Subcategory
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich,PE
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1886-65 2005
ASTM E1996-05 2005
PA TAS 201/202/203 1994
r
Equivalence of Product Standards
Certified By
8 -•
Product Approval Method Method i Option A
Date Submitted 08/07/2019
Date Validated 08/08/2019
Date Pending FBC Approval 08/16/2019
Date Approved 08/28/2019
Summary of Products
FL# Model,Number or Name Description
13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R9 C CAC 138-1357 C1RO.odf
Approved for use outside HVHZ:Yes FL13010 307 0 R9 C CAC 138-1362 C1RO.pd
Impact Resistant:'Yes FL13010 R9 C CAC 138-562 C1RO.pd
Design Pressure: N/A Quality Assurance Contract Expiration Date
Other:PW-8150, 36"x 72"and 72"x 76"see installation 09/14/2022
detail for DPs. Large Missile Impact. In HVHZ may only be used Installation Instructions
up to 30ft above grade. Glass complies to,ASTM E1300-04. FL13010 R9 II -W -4 D.p-df
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R9 AE EvalReport433D.pdf
Created by Independent Third Party: Yes
13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window,Continuous Head&Sill.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R9 C CAC 138-261.pdf
Approved for use outside HVHZ:Yes FL13010 R9 C CAC 138-705.pdf
Impact Resistant:Yes FL13010 R9 C CAC 138-706,12d
Design Pressure: +67.5/-67.5 Quality Assurance Contract Expiration Date
Other: Large Missile, Dp = +/-67.5 psf, Max. size 74 1/8"x 08/12/2022
72". Outer lite must be safety glass above 30 ft. in HVHZ. Glass Installation Instructions
complies to ASTM E1300-04. FL13010 R9 II CWS-510C.pd
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R9 AE EvalReoorL51 p-df
Created by Independent Third Party: Yes
13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fin Fixed Window, 120"x 48"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R9 C CAC CAR 138-258.pdf
Approved for use outside HVHZ:Yes FL13010 R9 C CAC CAR 138-481.pdf
Impact Resistant:Yes FL13010 R9 C CAC CAR 138-482.pdf
Design Pressure: +70/-70 Quality Assurance Contract Expiration Date
Other: PW-8300, 120"x 48", DP= +/-70 psf. Large Missile 04/09/2022
Impact. Glass complies to ASTM E1300-04. Installation Instructions
FL13010 R9 II CWS-373C.pd
Verified By: Lucas A.Turner, P.E. FL PE#58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R9 AE EvalReport373C.pd
Created by Independent Third Party: Yes
13010.4 PW-8300 PVC Fixed Window Series 8300 PVC Fixed Window, Large Missile Impact,48"x 72"
unit size- DP55, or 72"x 76"unit size-DP67.5(DP65 outside
HVHZ)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R9 C CAC CAR 138-1093.Rdf
Approved for use outside HVHZ:Yes FL13010 R9 C CAC CAR 138-1320 e2.pdf
Impact Resistant:Yes FL13010 R9 C CAC CAR 138-250.pdf
Design Pressure: N/A FL13010 R9 C CAC CAR 138-274e2.pdf
Other: Sizes up to 48"x 72"unit size at design pressures of FL13010 R9 C CAC CAR 138-457.pdf
+/-55 psf, or in sizes up to 72"x 76"unit size at design FL13010 R9 C CAC CAR 138-465.pdf
pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the FL13010 R9 C CAC CAR 138-534.pdf
HVHZ,with max. glass daylight sizes as shown in CWS-159E FL13010 R9 C CAC CAR 138-730e2.pdf
Glass complies to ASTM E1300-04. FL13010 R9 C CAC CAR 138-739e2.pdf
Quality Assurance Contract Expiration Date
03/16/2020
Installation Instructions
FL13010 R9 II CWS-159E.pd
Verified By: Lucas A.Turner, P.E. FL PE#58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R9 AE EvalRepolt159E.Wff
Created by Independent Third Party: Yes
Ifack fde�t
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.::Priv Statement::Accesslbili[v 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
mall 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,FS.,please dick here.
Product Approval Accepts:
09
........._....
..._...._...._..._..__......._.._...._...................
..............................................
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GENERAL NOTES:
PICTURE WINDOW — LARGE MISSILE IMPACT, 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT Qwmffl
EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 SW 44TH AVE.
AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474
DEFINED IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
49 1/4" 73114" 2.GLAZING OPTIONS:(SEE SHEET 3)
MAX.OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH 8300 PVC
—F3.CONFIGURATIONS:"O".ARCHITECTURAL SHAPES INCLUDE,BUT ARE
1:77
UNIT WIDTH MAX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. PICTURE WINDOW45 1"" 691/8" 4.DESIGN PRESSURE RATING: IMPACT
LASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A ———————————————— GLASS TABLES ASTM E-1300-04e01/09. ¢ � z
POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER — rp w O
——————— —— I I INFILTRATION TEST PRESSURE AND GLASS TABLES z w_1 o Q w ww
I I I I ASTM E-130G-04901109. � z O z D=1=?I=
¢O§j}Ow3:m
LL MAX. I 5 ANCHORAGE:
DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR USED U 0 Q U N PEL in il
OVERALL DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w z_to z Z 7 il 73 MAX. I I FLANGE I ANCHOR CALCULATIONS. Z 0071
>C)—
X. I I HEIGHT I I ¢ _2 0 03 pz o 0
OVERALFLANGE B I I I B I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT g O}Fw-�,-Z—
HEIGHT I I I 76, I I REQUIRED. 00~}D 3 92
72" I O I mwcow
UNIT I O I o_ =a�xp�a
MAX. 7.ALL FRAMES ARE FULLY WELDED. z m w O_j m F"
MAX. I I HEIGHT I I d' w X a7
p wF O D.= }
UNIT 8.SERIES/MODEL DESIGNATION PW-8300. w li x a
HEIGHT I I I
I I 73 1/8" I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: t��lysltafiiri
s9 v6• I I oLo�I I O=FIXED SASH. Na<P�y�R&4NG,.
DLO GLASS I e I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
O I I LOCATION. �� He 59201 L r
I I s Li I
A A
8 j itiitNlYl!
9/22/2017
LucasTurner LUCAS A.TURNER,P.E.
FL PE#58201
2017-09-22 1239 JABARA AVE.
RT,FL
11:45-04:00 NOPHH9O-380 1574 88
SHEET DESCRIPTION:
TABLE OF CONTENTS GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES 8 ELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE:
ARCHITECTURAL SHAPES...................2 ANY 48��X 72�� +/-55 PSF ADE O5/05/07
GLAZING DETAILS.................................3
SECTION VIEWS..O.M...........................5 NON-HVHZ +/=65 PSF LARGE MISSILE IMPACT G# R
EXTRUSIONS E B.O.M........................6-7 72"X 76" CWS-159 E
ANCHOR SCHEDULE L NOTES.........6-7 HVHZ +/-67.5 PSF SCALE:
INSTALLATION DETAILS.......................8 SHEET
1:20 1 OF 8
t�
WINDOW SYSi'EP1S
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
FULL ELLIPSE f'OVAL'9
a z ¢za
FULL CIRCLE z w-j o a�Z In
o z z>Z o m
z z 2 Q z W Q 0
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00
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112 CIRCLE0
� ORE'*.try s
- -�i t hIa 592(11 t;4
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TRAPEZOID �p 1 STATE OF 4%
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NOTES:
1.SEE SHEETS 6 8 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS.
z .
2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 9/22/2017
THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E.
EXCEED 3.OVERALL SIZE MUST NOT THE MAX.W IDTH AND HEIGHT OF FL PE#58201
RECTANGULAR WINDOWS ON SHEET 1. 123 JABARA AVE.
NORTH
PORT,FL 34288
4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574
MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6 8 7,WITH ANCHOR SHEET DESCRIPTION:
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.
114 CIRCLE TRIANGLE ARCHITECTURAL SHAPES
DRAWN BY: DATE:
AIDE 05/05/07
D a : REV.:
CWS-159 E
SCALE: SHEET
1:1 20178
R
WINDOW SY51EN5
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.CwS.CC
8300 PVC
PICTURE WINDOW
IMPACT
z $ ¢za
owo awoo
a �Z
Z Z=2 Zd W W OO O
1"OVERALL 1"OVERALL L) OU Z d y a
3/16"ANNEALED or TEMPERED 3116"HEAT STRENGTH or TEMPERED O Z U Z m V-
F—LL�OOLLZ
1/2"AIRSPACE 3/8"AIRSPACE OFF H O—
5/16"LAMINATED 7/16"LAM GLASS w Ocn
w in w
1/8"ANNEALED 3116"HEAT STRENGTH a ?a)ii p CQ F-
co
.090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER _~It w�w
a � ° a
1/8"ANNEALED 3116"HEAT STRENGTH
asysafly
QUANEX DURASEAL }w1aRE4 + `
IG SPACER PURFECT GLAZE'3H" 6 PURFECT GLAZE"H" j �+„�
6 QUANEX DU
SIKAFLEX552 GSPACER RASEAL SIKAFLEX552 .+ "�
.'°t
4FOLL-ASiSTYPE
2"GLASS BITE 1D 1/2"GLASS BITE �",a� "
A GLASS TYPE B
9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
GLASS MAXSIZE ORA,,,,; DATE:
SETTING BLOCKS PER FBC 2411.3.3.1 TYPE W X H ADE 05/05/07
DP +/-55 A-- - 48 X 72 D o»: R
CWS-159 E
DP+/-67.5 B 72 X 76 SCALE: SHEET
1:1 3 OF 8
A,
3 4
WINDOW SYSTEMS Ill✓/I
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
INTERIOR
7 s s s 8300 PVC
s s
PICTURE WINDOW
a B s IMPACT
7
1
a 0 z .wo <Wt:qw
10 ZJOZ D:CZH
g F-W�� :mm
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11 8 9 O zOn�ZH7(q
SECTION VIEW B-B O Z V m Z O D U
10 11 11 70 WO��OZZ
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INTERIOR ��ynunnuyt�
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'iSl�pp4 RTATEE OFF 1'�4��`.
t1 8 9 gritNpAlt« G}i���
10 ...;zz ..:
2 ���� e A.212017
TURNS
LUCAS A.TURNER,P.E.
O FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
7 s
SHEET DESCRIPTION:
SECTION VIEW A-A SECTION VIEWS
DRAWN BY: DATE:
ALTERNATE FIN FRAME ADE 05/05/07
G#: REV:
CWS-159 E
SCALE: SHEET
1:1.33 4 OF 8
'1,
PARTS LIST FRAME CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL ` wlraoowsrs-r€r1s
1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE.
2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC WWWCWS.CCA34474
3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC H 4 -600613 FRAME, PW, MAIN, R.JAMB MIKRON PVC CORNERWELD(ALLSIDES) 8300 PVC
5 1 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE 1:8 PICTURE WINDOW
6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT
7 P-3352 SET. BLK., 85 DUR., 1/8"x 5/8"x 2" LG. FRANK LOWE RUBBER
8 PURFECT GLAZE"H", S IKAFLEX 552 HENKEL/SIKA SILICONE a z ¢za
9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE z w o a�z w
10 S-6064 GLZ. BE., FXD. (1"O.A. I.G.) MIKRON PVC g w zO°
z z m¢w
11 GLASS SEE SHEET 0 o o(sa=ojx
o z��zZF-DW
3118" 31/8" OzLL WO=LLZ
0FHHZ
-w cn Ocf) W y W
1 2 3 4 0 =F-z w+H�w w
21/16' Q.
• � 1
11/2" %1) STATE OF 4Wje•
PVC FRAME FLANGE-H-6006B 1 0,
PVC FRAME FIN-H-6006A
X:
1/4' 9/2 212 0 1 7
LUCAS A.TURNER,P.E.
1/16" 1/2" 3' FL PE#58201
7/8" 10 1239 JABARA AVE.
i 3I1� 8 NORTH PORT,FL 34286
PH.941-380-1-1574
SHEET DESCRIPTION:
PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M.
DRAWN BY: DATE:
ADE 05/05/07
o M REV.:
CWS-159 E
SCALE: SHEET
1:1 5 OF 8
14"MAX.O:C.(TYP.)
4'MAX.(TYP.) 6•MAX.O.C.(TYP.) WINDOW SYSTEP9S I\�✓/I
6•MAX,(1YP.) SEE NOTE 2 4,MAX.( ) SEE NOTE 2 1900 SW 44TH AVE.
6•MAX.(TYP.) OCALA,FLORIDA 34474
---------- ---------- www.CwS.CC
I I I I
I I I I 8300 PVC
I I MAXO.O I I PICTURE WINDOW
INSTALLATION
(TYP) I i INSTALLATION IMPACT
I I ANCHOR(TYP.) ANCHOR(TYP.)
MAX O.C. I I I I
(TYP.) I I I I ? W o
H ❑w0 O
I I I I W zoz W==L
I I I I o ¢w�>Ox�:m
LL F-w ZI-�gx
I I I I 0 o oba=paw
I I I I o z��—Zl--Z)can
I I I I Ozowzo o
I- U-2 O z
I I I I �30WPF0-
I I I I aa0}0wow
I I I I w z �00wuir
I I I I o woo n�=��
---------- ---------- a (L ��w
ANCHORLAYOUT-(FLANGE) ANCHOR LAYOUT-(FINS �J� yflRE j sir DP+/-55 PSF DP+/-55 PSF �'�-ffF.* ()Btj�`'�.i�I
r r Ne 5+3Qp1 t?�
�� for •`*
C
9 4 STATE 0P
Y DNA������`
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. 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 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE �Z
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 8. 9/2 212 0 1 7
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.
01
BE PROTECTED TO PREVENT REACTION. FL #RA AVE.1239 JABAR A
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 8. PH.941-380-1574
SHEET DESCRIPTION:
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. ANCHOR SCHEDULE&
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
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 05/05/07
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. D o x: WET:
—
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E
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/AAMA200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(E)CTERIORDOORS) 1:20 6 OF 8
4"MAX.(TYP.) 6"MAX.O.C.(TYP.) WINDOW SYSIIEP'1S
6",MAX.(TYP.) 7 518°MAX.O.C.GYP.) 1900 SW 44TH AVE.
SEE NOTE 2 4°MAX.(TYP.)TTT SEE NOTE 2 OCALA,FLORIDA 34474
6"MAX.(TYP.) WWW.CWS.CC
I I I 8300 PVC
I I I PICTURE WINDOW
75/6" I I MAXO.C. j j IMPACT
MAX O.C.
P
(TYP.) I I I I
I I I I < ? <ZC)
Z WJO <WoW
INSTALLATION I I INSTALLATION O Q co 3}O w�:00
I
ANCHOR(TYP.) ANCHOR(TYP.) D- H W Z F-�m 2 O I I O I Z Z=2<
I I I I 0 F-zD Fria
I I I I Z0FQm
I I I I } �ZU-Wo$OZ
I I I I ¢ � �v}i� ow�nw
I I I I a Z=o of05c
I I I I a ?~a w3a�
I I I I
--——————————————
N;02REW .,
s``c w;,wgi7�`r..
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) a V 582Ci1
DP+1-65 PSF -�' Nn
DP+/-65 PSF
C
1E ti STATE OF ,&
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. 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 8. 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.
8201
BE PROTECTED TO PREVENT REACTION. FL # A
12 AVE.39 JABARA A
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 B. PH.941-380-1574
SHEET DESCRIPTION:
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. ANCHOR SCHEDULE&
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE IIX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
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:
ADE 05/05/07
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. DWGtt:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: sca E SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1.20 7 OF 8
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS WINDOW SYSTEMS
1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE.
MIN.EDGE DIST. SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474
SEE TABLE 1 f 1/4' EETABLEI
MAX.MAXHIM WWW.CWS.CC
.S
MIN.EDGE DIST.
SUBSTRATE BY OTHERS SEE TABLE 1
SEE TABLE 1
MIN.EMBEDMENT 8300 PVC
PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR
SEE T
BY INSTALLER E. PICTURE WINDOW
INSIDE AND OUT SEE BLEo MIN. D1 IMPACT
SEALANT BEHIND
0
FLANGE BY INSTALLER 1/4'MAX.SHIM Q ? Q Z O
coo PERIMETER SEALANT Z w w Op Q w O w
cl PERIMETER SEALANT BY INSTALLER w Z O Z D_-
BY INSTALLER INSIDE AND OUT 0 Q O§>-O D_3:m
INSIDE AND OUT L' F-w Z F-�2_
INSTALLATION ANCHOR Z Z 2 Q 0 0
L7
SEALANT BEHIND SEE TABLE 1 O O �w O(j Q=F D_'
FLANGE BY INSTALLER SEALANT BEHIND 0 Z U)y Z Z~7 D.
� FIN BY INSTALLER O U' 7 N-j 0
INSTALLATION ANCHOR / B 1 HORIZONTAL SECTION C HORIZONTAL SECTION FQQ=Z LL M OZ O tL Z
SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE BTYPICAL FIN ANCHORAGE 3;ow MO_
HEAD AND SILL SIMILAR FOR FIN INSTALLATION I¢- Of }E tz
tz Q'6
W O0�U)0www
a. a)Wa J
~0 Q.Xwai
D D w
i*lilitlolf!►lt!!i
SEALANT BEHIND 114°MAX.SHIM `'r�p� yr +
FLANGE BY INSTALLER
PERIMETER SEALANT
BY INSTALLER MIN.EMBEDMENT �.al * r
INSIDE AND OUT SEE TABLE 1 WA} STATE OF r,�fi
ol
OFtt�
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST. !!!tliklriiiiiR
SEE TABLE 1
SEALANT UNDER SCREW A VERTICAL SECTION
HEAD BY INSTALLER B TYPICAL SILL ANCHORAGE 0� y
TABLE 1:APPROVED INSTALLATION FASTENERS
LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST.
FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE.
PERIMETER SEALANT NORTH PORT,FL 34288
FLANGE HOLLOW OR GROUT-FILLED CM (117 PCF MIN.) 3/16"IT'.N TAPCON 1" 2" BY INSTALLER
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
D HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4' 2-1/2" B BOX FRAME INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 718" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2XMIN.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-FLEX OR ITW FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED
FLANGE DWO#: R .:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE:
FIN 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7116" SHOWN FOR FLANGE WINDOWS. SHEET
1:2 8 OF 8