HomeMy WebLinkAboutProduct Approval WINDOW DOOR OPENINGS HAM m
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-Win in! %'$hd Doors lViull on: ars
Overall Design Anchor Spacing
Window Rough maximum Pressure per Structural site Zone Shutter Edge&O.C.
Door Opening Size Product Approval Product Specific Design Regd. Anchor Type
ID# (Wxh) NOA tested stm Approval Pressure lot 4 size
from MON End 6
Yes
iso(WX 11) PSI 0 Pat psf 0 psf
Header Sides $111 Hertz. KQA# Span In inches
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Rev 5/21109 Approval by AIE of Reco
08/17/2016-1:56pm RECEPTION V:\Projectsl_2014-MPSWOO Wind Charts\Reference\OD-MPS14-400 Series C&C(Current)Jeff.dwg
51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH I MRH <_ 60'
DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85
INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE S PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN
Mean DESIGN PRESS RES(PSF)-ZONE4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE:
Roof In u a Area(Sq Ft)-- Roof Area(Sq Ft) 1.TABLES ARE INTENDED TO EP,L7-THE-WORST CASE'PRESSURES.'WORST CASE'IS
Height 10 15 20 25 0 50 - eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRIVICAL'C1O IRONLOF.ANYZIN_KN WN VARIABLE AS DESCRIBED BELOW.
�. _ _ USE OF CRITICAL CO DI7IONS-REQtH-R F,OR1U ITH THESE TABLES.
-49.1 -47.9 -47.1 -46.4 45.9 -4!4 - .4 / -60.7 -58.3 -56.6 -55.3 54.2 -53.3 -52.5 -51.8 -51.2 2.TABLES VALID�L11((-((FO 1 NG � ROOF HEIGHT AS LIMITED ABOVE.
0-loft I /0-loft 3 TABLES VALID F R.[ALL F r P, APPLICABLE REDUCTIONS FOR ROOF SLOPES
+45.3 +44.1 +43.3 +42.6 +42.1 +4.6 �1: 09 0. +45.3 +44.1 +43.3 +42.6 42.1 +41.6 +41.2 +40.9 +40.6
_ / LESS THAN 10°SHA4 BEIPERF,Q Epp�BY 1E GINEER AS A SITE SPECIFIC CONDITION.
-50.0 -48.7 -47.9 -47.2 46.7 -4?2 T 4.5 -4 1 -61.7 -59.2 -57. -56.2 55.1 •54.2 -53.4 -52.7 -52.0 4.IDENTIFY THE BU Lrd I l E ,(QVE_ E RQOF HEIGHT.IF THE MEAN ROOF HEIGHT
ilk +gfi.l +44.8 +44.0 +43.3 2.8 +4,.3 ,a. 1.6 41 lift +46.1 +44.8 +44,0 +43.3 42.8 +42.3 +41.9 +41.6 +41.2 CANNOT BE IDENTIFID�J�US�'l' P,EQfC R Q, @I_G}tIT.
-50.7 -49.5 -48.6 -47.9 7.4 -46. - T - .8 -62.6 -60.1 -58.4 -57.0 -55.9 -55.0 -54.2 -53.5 -52.8 S.ALWAYS ROUND ��IfgqOOF,I EL_ t5 EXb`T98LE VALUE OR CONSERVATIVE ASSUMPTION.
6.CALCULATE THE RIB Of OF,HE OPENING IN QUESTION(HEIGHT*WIDTH)OR
12 ft +46.8 +45.5 +44.7 +44.0 43.4 +42.9 +42..'+ ,--+41.9 12 ft +46.8 +45.5 +44,7 +44.0 43.4 +42.9 +42.5 +42.2 +41.9 THE SPAN LENGTH(HEIGHT)MU L BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
-51.4 -50.2 -49. -48.6 .0 -47.6 -47.2 -46.8 -46.5 -63.5 -61.0 -59.2 -57.8 56.7 -55.8 -54.9 -54.2 -53.6 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL
13 k +47.4 +46.2 +45. +44,6 +q4.0 +43.6 +43.1 +42.8 +42.5 13 ft +47.4 +46.2 +45.3 +44.fi 44.0 +43.6 +43.1 +42.8 +42.5 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY
AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL
-52.1 -50.8 -49. -49.2 -48.7 -48.2 -47.8 -47.4 -47.1 -64.3 -61.8 -60.0 -58.6 -57.4 -56.5 -55.7 -54.9 -54.3 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER
14 ft +48.0 +46 +45. +45.2 +44,6 +q4.1 +43.7 +43.3 +43.0 l4ft +48 0 +46 +45.9 +45.2 +44.6 +44.1 +43.7 +q3.3 +43.0 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER
-57T -51.4 -TOTS. -49.8 -49.3 -48.8 -48.3 -48.0 -47.6 -65.1 -62.5 0.7 -59.3 -58.1 -57.2 -56.3 -55.6 -54.9 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
15 ft +48.6 +47.3 +46.4 +45 +45.1 +44.6 +44.2 +43.9 +43.5 15 ft +45. +45.1 +44.6 +44.2 +43.9 +43.5 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE.
l6ft -53.3
-52'u -51.1 -50.4 -49.8 -49.3 -48.9 -48.5 -48.2 16 ft -65.8 -63.2 -61.4 -.0 -58.8 -5 -57, -56.2 -55.5 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
�py+�,,,,,,.. MUNICIPALITY IN ACCORDANCE WITH CODE.
+49.2 +47.9 +46.9 +46.2 +45.6 +45.2 +44.7 +44.4 +44,0 +49.2 +47.9 +46.9 + .-_.45; 2 M4171 ,4-, +44.0 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
-53.9 -52.6 -51.6 -50.9 -50.3 -49.8 -49.4 -49.0 -48.7 -66.5 -63.9 -62.0 -6 T6 -- !6 :8 -56.1 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
17 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 17 ft +49.7 +48.4 +47.4 +d,7 46 as� qsJ $4.8 +44.5 GENERAL NOTES:
-54.4 -53.1 -52.2 -51.4 -50.8 -50.3 -49.9 -49.5 -49.2 -67.2 -64.5 -62.7 -6k T 5?0 1 7.4 -56.7 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
18 ft +50.2 +48.9 +47,9 +47.2 +46.6 +46.1 +45.7 +45.3 +44.9 18 ft +50.2 +48.9 +47.9 + ,2t-t +46.1 p5 4; +44.9 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE
-54.9 -53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50.0 -49.6 -67.8 •65.1 -63.3 -61:8 - - .7 - -57.2 CRITERIA AS OUTLINED HEREIN.
19 k 19 ft 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND
+50.6 +49.3 +48.4 +47.6 +47.0 +46.5 +46.1 +45.7 +45.3 +50.6 +49.3 +48.4 +47.6 +47.0•- +46.1 +45.7 +45.3 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY
20ft -55.4 -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50.4 -50.1 20ft -68.4 -65.7 -63.8 -62.3 -61.1 -60.1 -59.2 -58.4 -57.7 OCCUPANCIES.
TOPOGRAPHIC
HILLY TERRAIN. TER CTOR Kzt=1.0 FOR
AL RE ATTER AINIENT USE
(GCONLY. H)THESE
TABOR LES
+51.1 +49,8 +48.8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 +51.1 +49.8 +48.8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH
-56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 -69.6 -66.8 -64.9 -63.4 -62.1 -61.1 -60.2 -59.4 -58.7 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR
22 ft +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 22 ft +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 WALLS AND VERTICAL SURFACES ONLY.
-57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 -51.7
VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E.
24 ft +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47,6 +47.2 24 ft +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
-58.0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2 '52:7 52_4_ -71.6 -68.8 -66.8 -65.2 -64.0 -62.9 -62.0 -61.2 -60.4 USE OF THESE TABLES AND
COR ESPONDING WIND VELOCITY,EXPOSURE,AND OTHER
26 ft - -26 ft COEFFICIENTS LISTED-HERELNlL'BE QI`CTATED-AND VERIFIED BY THE GOVERNING
+53.5 +52.1 +51.1 +50.3 +49.7 +4 Y:t_48. .3 +47191 � +53.5 +52.1 +51.1 +50.3 +49.7 +49.1 +48.7 +48.3 +47.9 BUILDING DEPARTME LJUR r�OLDER.. )(RRANTY FOR APPLICABILITY OF TABLE
-58.8 -57.3 -56.3 -55.5 -54.9 -5!4 =5 51 -72.5 -69.7 -67.7 -66.1 -64.8 -63.7 -62.8 -62.0 -61.2 VALUE USE IS OFFER D��tA,1.E_ /28 ft ) 28ft 5.THIS SPECIFICA OBJ I R ANY PRODUCT APPROVED
+54.2 +52.8 +51.7 +51.0 +50.3 +4 .8 9: +4 :9 48. +54.2 +52.8 +51.7 +51.0 +50.3 +49.8 +49.3 +48.9 +48.5 CERTIFICATION. RE '.r_" MITfED TEST CRITERIA AND OTHER
-59.5 -58.0 -SZO -56.2 -55.6 -5 A 5 .1 -5 7 -73.4 -70.5 -68.5 -66.9 -65.6 -64.5 -63.5 -62.7 -62.0 APPROVALS FOR DES Gip-arth!$JY,{CLATIO4, FCf MATION AND APPLICABILITY OF THESE TABLE
30 k 30 ft VALUES WHICH IS BEV FIE_D 8YT0T(jCyj_� CCORDANCE WITH GOVERNING CODES.
+54.8 +53.4 +52.4 +51.6 +50.9 +5 .4 9.5 ,9 +54.8 +53.4 +52.4 +51.6 +50.9 +50.4 +49.9 +49,5 +49.1 6.ADHERE TO ALL CAt4I{N� RO. - 0 YATEM ORDINANCES.
-60.5 -59.0 -58.0 -57.2 -56.5 -55: - -.5 5 -74.6 -71.7 -69.6 -68.0 -66.7 -65.6 -64.6 -63.7 -63.0 7,NO CERTIFICATION' RED-F,DKE�iR�,fE I RITY OF THE HOST STRUCTURE.
33 k +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50.7' 5 - 49.9 33 ft +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50.7 +50.3 +49.9 B.EXCEPT AS EXPRESSLY PROW EIN,NO ADDITIONAL CERTIFICATIONS OR
-61.4 -59.9 -58.8 -58.0 -57.4 -56.8 -56.3 -55.9 -55.5 -75.8 -72.8 -70.7 -69.0 -67.7 -66.6 •65.6 -64.7 -63.9 AFFIRMATIONS ARE INTENDED.
36 k +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 36 ft +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 a=109%OF LEAST HORIZONTAL DIMENSION OR 40%OF 4NTAL.,
PEAK ROOF
-62.5 -61.0 -59.9 -59.1 -58.4 -57.8 -57.3 -56.9 -56.5 -77.2 -74.2 -72.0 -70.3 •69.0 -67.8 -66.8 -65.9 -65.1 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEHEIGHT
40 ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 40 ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESMEAN
AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IFROOF
-63.8 -62.3 -61.2 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 AVE HEIGHT
45 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 45ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 OF-65.0 -63.4 -62.3 -61.4 -60.7 -60.1 -59.6 -59.1 -58.7 -80.2 -77.1 -74.8 -73.1 -71.7 -70.5 -69.4 -68.5 -67.7 HT50ft +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 50ft +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.70-66.1 -64.5 -63.3 -62.5 -61.7 -61.1 -60.6 -60.1 -59.7 -81.6 -78.4 -76.1 -74.3 -72.9 -71.7 -70.6 -69.7 -68.8 55 ft +60.9 +59.3 +5S.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 55ft +60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +SSA +55.0 +54.fi t'a-67.1 -65.5 64.3 -63.4 -62.7 -62.1 -61.5 -61.1 •60.6 -82.8 -79.6 -77.3 -75.5 -74.0 -72.8 -71.7 -70.7 -69.9 EV O 6ok +61.9 +601 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 6oft +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 WALL ZONE FIGURES � ISOMETRIC
CA O ° REMARKS DRWNTSEI DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o mm
D O [NIT ISSUE GSS TSB 03/05/12 $- mm
m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (2014) �� EXPRESS° op
REV 2014 PBC DGM TSB 06/10115 CORP-OFf10E: i �'
m _ = ASCE 7-10,CHAPTER 30
t_. DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, SUITE 106 rDEERFIELD BEACH, FL 33442
to P i MASTER PLAN SHEET
I O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS. P:(954)354-0660 F:(954)354-0443 "'A
AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH 89885 g y m
o N m warrrEN CONSENTOF ENGINEEwNG EXPREssaLTERAnaNs. 1 E:HELLO@ENGINEERINGD(PRESS.COM $
d N N
ADDITIONS,OROTHER MARKINGS TOTHIS OOCUMENTARENOT ASCE 7-10
o PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM
Florida Building Code OnlinePage 1 of 2
t_
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Product Aopnwal Menu>Product or Application Search>TEandior
Listetail
FL#'Application Type Code v&sion.Application Status BP.R.Approvals by.DBPR"shall tie reviewed and ratified
/or the Commission if necessary.
Comments.
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Small 1900:SW 44th Avenue
Ocilla,FL 34474
(352)368-6922 Ext 255,
sbrooks@cws:cc
Authorized Signature Stephen Brooks,
sbrooks@cws.cc
Techntcal_Representative Erin Koss
Address/Phone/Email 1900'SW 44tk Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assu,fate Representative Jay-Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Ce (cation Mark orListing
Certification Agency Keystone Certifications,Inc.
Validated'By Steven'M.Urich,PE
R Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886=05 2005
A5TM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
http//www floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvudl8jlpVzpO...: 5/22/2016
Florida Building Code Online Page 2 of 2
Product Approval'Method. Method 1 Option A
Date Submitted 11/11/2015
Dat acid 11[-
D te,Pn Ing FBQ p royal
ate A roved 11/15/2015
-Summai*of.Products
FL# ModellIkumber or Name Description
15699.1 SH-3100 SH-3100(was 3700);Aluminum Single Hung,Single Glazed,
;Impact.
Limits of Use Certification Agenry Certificate
Approvedfor:usein HVRZ:Yes 0-15699R2 C CAC CAR T38-.1003:odf
Approved for use outside Hill Yes FL15699`R2•C CAC CAR 138=11f
Impact Resb tant:'Yes, Fil—yi 9"Ri:C CAC CAR 138=1005.odf
Design Pressurer.N/A .0-15699 1 C CAC CAR 138-1022.odf
Other:Large Missile Impact,see Installation drawings for 01-15699 R2 C CAC CAR 1,8 f
-10231.Pi
DP and sizes;Glass.complies with ASTM E1300-04. 0-15699 R2 C CAC CAR 138=1024&df
FL-15699 R2 C CAC'CAR138-297.odf
FL15699 R2'C CAC CAR 138-2911
FLI5699 112 C CAC CAR 138-299:odf
Quality Assurance Contract Expiration Date
12/28/2018
Installation.Instructions
•FLIS699 1 II Cl(SH-3100 SG and IG IMP).pd
Verified By:Lucas.A:Turner 58201
Created by Independent Third Party:Yes
Evaluation Reports
0-15699"R2 AE Evall CWS 7268(SW3100 SH and IG
Z0-15699MP).odf
R2 At Kurarav PVB NOA 14-0916 10.1W
Created by Independent Third Party:Yes
Back N®
1940 Monroe TilliihilliallF 22APhlli850-487-18
The State of FlonEais an AA/EEO coca, er. o rt ht 20 7- 3.Sta tflorida.:• vaev Statement:: aesslpiRty SmtemerR::;Befund.Statement
under Florida law,email addiesses:arepublic records.Ifyou do'notwant.your e-mail address released in response to;a public-records request,do not.send
electronic mall'to'this entity.Instead,WntaCtAll office by phone ot.by traditional mail.if you have any gaestwns,please contact 850:48M395--Pursuant to
SeStldn 455.275(1),Flohda Statutes,effective October 1;2012,licensees licensed under Chapter 455,_F.S.must provide the Department with an email address if
they_haveane:The el provided may be used for oRiciat communication with the.Iltensee:.However email addresses'Am public record,If you dolnot'wish"to
supply personal address,please provide the:Department with an email address:which can be made available to the puEI16-r6 determine if you are a licensee under
Chapter 455,Ill please click herd.
Product Approval.Accepts:
Xf 1EFRILIe'
http:%/www.floridabuilding.org/pr/pr_app dtl.aspx?param=�vvGEVXQwtDgvutH8j1pV2p0... 5/22/2016.
.SINGLE HUNG ' GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WINDOW
� .
63 1/8:WNITWIDTH ` WITH THE FLORIDA BUILDING.CODE.(FBC),CURRENTEDITIONINCLUDINGXHE '190D SW 44TH AVE.
HIGH VELOCITY HURrmANE2ONE'(HVH2)AND`IS RATED,FOR WIND ZONE 4. OCgtA R pR3DA 34474
-60 OLnsS DLQ MISSILE LEVET:D IMPACT USEA.S DEFINED INASTPER THE FBC: µ/WW,CWS.Cc'`'
6 2.GLAZING.DETAILS:(SEE SHEET 2)'
A 531!LUILD111
3.CONFIGURIITIONS::•O!7( 3100.ALUM.
I % , sD SINGLE'HUNG
- - 4.DESIGN PRESSURES' IMPACT PA ,
-NEGATIVE DESIGN LOADS BASED OKTESTED,PRESSUREAND GLASS TABLES
! ! / ASTM E-1300-04.
j
-POSITIVE'DESIGN<LOADS-BASEDON TESTED PRESSURE;WATER w vi
/'� ' INFILTRATION TEST PRESSURE;.AND.GLASSTABL65 ASTM E-1300-04,
I �
GLASS GLASS
DLO DLO $.ANCHORAM71-1E38'113%STRESSINCREASE HAS NOT BEEN USED IN THE ❑
DESIGN OF THIS PRODUCT; SEE SHEET 6 FOR INSTALLATIONDETAIL.WIND
e I ! LOAD DURATION FACTOR Cd=1:6 WAS USED FOR WOOD ANCHOR mj
NIT a 78^ CALCULATIONS.
HEIGHT UNIT - !A
HEIGHT I B.PRODUCTS APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE,NOT TZ
p'
I I REQUIRED. Z N
38 718' X, 34" 7.ALL FRAMES AND SASHES ARE PROCESSED AND SCREWED TOGETHER,SMALL I S `�
SASH �^7�� '` .I 2 aW "Sgam! I GLASS JOINTS_EALANT'USEDATALLFRAMEJOINTS.
.HEIGHT' .LJ I I DL
p R
C 9.SERIES/MODEL DESIGNATION SH3100.(A.KA:SH3700)
oLm ul
9'.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: y. o
A C X.OPERABLE SASH,O-FIXED SASH m a z
48,V8'GLASS DLO ! 481/8•GLASS DLO '10.SECTION,CALLOUTS APPLY TO ALL CONFIGURATIONS.
516/8"SASH WIDTH 51 51.8",SASH.Wi o0 (DREW�rAz
ORIEL EQUALSP
v+ No 58201 •t
UNIT WIDTH. Lucas A.
33718•GLASS DLa Tumer2015-11-11 'P STATE OR '•ITT ,
10:44-05:00 -0 -A'
�SrQMAIO`�
! O ,,�"
GLASS Z
I DLO
1IM112016
63' WCAS'k TURNER;P.E..
UNIT I FL PE4,58201
1
HEIGHT- 1239 JABARA AVE.
I NORTH PORT FL34268,32318' X 2712 PH 94 1=38 04 874
SASH HEIG i DLO SHEET DFR:P'YT
GENERAL NOTES AND
MAX. UNIT DESIGN PRESSURE ELEVATIONS
TABLE OF CONTENTS CONFIG. IMPACT RATING DATE:
32•.GLAssOto SIZE RATING. " "
GENERAL NOTES ELEVATIONS:.........13512•SASH WIDTH „ TEF 08117/12'.
GLAZING DETAIL.... ................2 I -j 84
SECTION VIEWS..... .................3 + DwDx: j
EXTRUSIONSBB:OM .................4 EQUAL EQUAL 53-1/8"x76" +/-70 PSF
ANCHOR SCHEDULE'r4N07E3........_....5 LARGE MISSILE IMPACT CWS-726 8
INSTALLATION DETAILS..........................6 Q - SHEET
125 1 OF 6
GMS"OVERALL. '818"OVERALL 7118"OVERALL
115'.ANNEALED 1t8"ANNEALED 3118'.ANNEALEA
CMEMSffl
.090 DUPONT.PVS.INTERLAYER 090 DUPONT PV'SINTERLAYER, .IDS DUPONTPVB.INTERLAYER
1900 SW 44TH AVE:
,119°ANNEALED: ---.1/d"ANNEALED 311:6"ANNEALED OCALA;E10RIDA54474
wv4W.CN'S-CC
PURFECT GLAZE W PURFEOT GLAZE°H' PURFECTGLAZE"N
OR SII(AFLEX 552 OR SIK"LEX 553 OR SIKAPLEX E52
3100*ALUM.
I I SINOI.E il.I G
314"GLASS BITE WO GLASS BITE 3I4'GLASS SITE IMPACT
3 1 Y.
C7 t7
a �
o. _N
' w nzE�ii
GLASS TYPE A-FIXED GLASS TYPE B-FIXED u
GLASSTYPEA-SASH w U
715"OVERALL. 71S"OVERALL 7IB,'�OVERALL .N O
1I8'ANNEALED' - 118'.ANNEALED 3115"ANNEALEDtD'Q
7116•AIRSPACE 7116 AIRSPACE 114'AIRSPACE: {titst"o,G
5118•LAMINATED 5176"LAMINATED 7116'LAMINATED .�°ti�t�'_Pe � 4'✓.
118'ANNEALED --118"ANNEALED 3116"ANNEALED '�GP`f'y[ 3Ij� t�firM
53Zi11
A90,DUPONT PVB INTERLAYER .090 DUPONT PVS INTERLAYER .105 DUPONT PV8INTERLAYER ;
118'ANNEALED tt8"ANNEALED- 3ME'.ANNEAUED
.PURFECT GLAZE*W #URFECT GLAZE-H' PURFECT.GLAZE'N`
.OR;SIKAFLEX 552. OR SIKAFLEX 552 �. OR SIKAFLEX 552 *it��c4j'r*••,•'"eLa'tti�
allies
3/
--T
(I yy+f
314"GLASS BITE BITE- 3/4`GLASS BITE ~-
Q— ❑ ❑ (� 11/11/2015
LJ LUCAS A.TURNER,P.E.
FL PE 9#59201
1239JABARAAVF-
NORTH POFIT;FL 342M
3 1 _ PH.941-380•IS74
i
zTffyn
GLAZING.DETAILS
DRAWN DA-W.
DESIGNS FIXED TEF 7U05117112
GLASS TYPE C'r FIXED GLASS TYPE D`-FIXED TYPE PRESSURE(PSE}MAX.SIZE CLASS QLASS 5. RE
GLASS TYPE C-SASH =UALx 83" r GV/S-726 B
3'x 78" A-or C A or C SHEET
+1.70 83'x84' AorC BorD. 1:1 '2OF6
INTERIOR WINI394Y SYSTEt4S
q 32.19 31 9 33 31 19"SW 44TH AVE.
OCALA,:FLORIDA 34474
WYJNd.CWS:CC`
11 3100 ALUM.
17 SINGLEMUNG
ta:ase Dray IMPACT
,6 u
33 lu
Y X
6 0. 10or36or37 30'33
— 24,9EGTION&B.
w
z;
o w
m
Li
7 ! w o
f
V! No 55201
15 W#t * 7�rs
_ 13 67AT OF •4+
.RY 'Pr=
L�
11111/2015
LUCAS A.TURNER;RE,-
FL PE#58201,
1239 JAABARA ME.
NORTH PORT,FI-34288.to PH.941-380.1574
SHEET D _PTI
1 3 SECTION C-C SECTION VIEWS
ALT.SILL LATCH
NOTE:MONOLITHIC LAMI SHOWN. DRAWN 9v: A
i6 t3 IG AVAILABLE,SEE SHEET 2. 0; REV.:
OSA 7/12.
ITEMS NOT SHOWN FORbLARITY; DWO CWS 726 .. B
14,'16,1 a.21.22,26,27
SECTION A-A SHEET---
1:1.33 3OF6
PARTS LIST -
ITEM PART#DESCRIPTION VENDOR MATERIAL t-2a(4• —21r2 ��•
1 H-1934 Fxd,Mtg:Rall, Keymark .Aluminum 1 WINDQW.SYS'TEMS
2 1.1946 Sash Meet:Rall Keymark .Aluminum1900 SW 44TH AVE.
11 z ��Htt
3 1-1947 Sash BotJPuI1 I Keymark Aluminum 21tifi' 26tt6'
1. I
A S-1931 Fr-..Head Keymark Aluminum OCAtA,FLORiDA 34454
4 7� � WWW.OW&.GC' .
5 S-1932 Fr.Sill Ke maih Alumimlm I the" 1/ts IF"'
S-1933 Fr.Jamb Keymads Aluminum i �t „
7 5-1935 Reinforcement.. K .mark Aluminum,, 3yO�ALUM.
8 S-1936 SCm-Ad Keymark Alurnlnum REINFORCEMENT-S-1935
9 S-1939 Sash SideR Rall K mark tanlnum FRAME HEAD-S=Y93i
�S0 1:1941 Glazing Bead.(5116"Glass) Kaymark Aluminum SASH MTG RAIL-H-1946 IMPACT
11 S,1954 SashStop. Keymark •Aluminum
12 .8.1956 911 La1Ch Keymark. ;Aluminum
13 P3018 WSW.,.300X:187 suit)Vinyl 'Amesbury Nylon,
1-4 P 3029 Screen Pull Tab .Summit Steel 21 tfi'—� p Qp
15 P3033 Screen Spdng,SS F1aScm SS i 11s' �� ..
16 P3046 Tako Ouf C{ip t ° w m'
1.7 P-Ma Screen Frame Ailmetal Alum 1
16 - 3228 Screen Spline;.155 Dia,131k ton 5. {�_ a. a z
19 P3305 Wst 270 x-167 Blasts S,,00ouch CentarFn,Dlaok Uitralab Nylon I { p u.
20 83309 Wsip 210x..187.81ackSo0TourbConterFln,,Black- �Uflrafab- -Nylon 3112• 21/2" I(V�"1� i8/4' o_
' 21 P3321 Semen Frame Comer Key Altmetal._ ..Alum. � 1116" {{ (.. 1 � 1�e" � ev p
22 ,P3342 Seam Sealer,SM-5504 Schnee i nn -1 Ina ft
23 P3352 Sets Bik.,.85 Dur.,Yt8•,x5f6"x 2"Lg. -Frank Lowe
24 P-3443 Wst,.290 X187 Black,Bulb Vin 1,Hollow Ultraiab Won W DRi
SASH SIDE RAIL-S 1939 a to
25. P3515#8 x 0.626 Ptt FH A SMS Fastenal St u n w
26 P-3581 Screen Cloth,18,x Y6 Fiberglass Phlrer FRAME SILL-S-1932 FIXED MTG RAIL-H•t934 n p
27 P-4144#&x Y"W 1/4"load Quad PH Type A SMS' Fastenal Stes m¢:.z'
28 .'P-4707 Sweep Lock' Lawrence Nylon.
30 P74959 Watp. -420x-187 back,Pei 6n;Gray,SottTouch Ultratab- Nylon .2r
to
31 'P56= Sash Cam M&M
1p�
2 sta' �'� t OREh+�? +r>i
32 Balancer Catdwali 17/16' t~v: •Na 58291••�y .
33 GLASS See S et 2
34 Purtect Glaze'W or Sikaflex:552 HenkebSlka a (— it ? * •*C
35 'P-5244 Clos Cell Pad,1-1/2"x1.114'x3/l5" viscor 231IV.
36 .S-1949 GlazingHead,,(7/1S`Glass) Keymark Aluminum �— V16• : eTATE OF W
37 P-5523 Glazing Bead,IG(718'OA) Team Plastics PVC - —1n6' <Q -
LINE ITEMS NOT USED: NC1TE ALUMINUM PROFILES ARE.60B3 T6 UNLESt1TFlERWISE NOTEQ. SA$H STOP-$-1954 44
89 FRAME JAMB-'S-1933
SASH STM RAIL-H-Y94T
13(16• islis, 314_ '11!1112015
SASH CORNER FRAME CORNER FIXED MTG RAIL 1 ane'-) 3 LUCAS A.TURNER,PE.
CONSTRUCTION CONSTRUCTION CONSTRUCTION V_vrs* 6 V tile.
E..
NOFLP 5B 1.
t_,__ 1239 JA81W W
1116"
NORTH PORT,Ft 34288
PH.94138DAS7b
SILL LATCH-S-1956 SCREEN ADAPTOR-S-1936 GLAZING BEAD,:7118"-S-1949 WITST
1 P BOM AND EXTRUSIONS:
3!4• 31a•—h-
�rit—�_ a
^1�_— to TEF 0511Ml
Y18". life,� i-'.- 1116" R : .
GWS-726 B
PVC;GLAZING BEAD,7/8"IG-P=5523 GLAZING BEAD,6116"<S-1941 s SHEET
tibAgi:L J01NTSEAM SEAIAttT U3 Eo AT ALL FRAME J01WS 1.2 4.OF6
8'MAX(TYP.) 1,r MAX-O.C.(TYP.J
SEE NOTE WINDOW SYSTEM '
hulX(fYF?•). 14'MAX O. . 1.... 6'MAX(fYP.)— 10D0 SW 44TH AYE.
$EENOTE 2 ———— —————— OCALA,FLORIDA.34.474
v ' ((YP:);; I
'6'MAX(TYP) 12 1(2°MAX O.0.`(TYP.) ————— '
:SEE NOTE 2 \ I MAX;. ' I 3100 ALUM.
\
IF ORS(ON: ') I
6'wlx---r - — 'MAX Za.c.! I AN ORS(ON. 1— I t I SINGLE HUNG
1171 I I. I IMPACT
INSTALLATION
ANCHORS(TYP.)
� i I 1 I I I i*- ❑
I ! I I h
a'(TYP:) I I (TYP.) I
4.(TYP_). l I /� 4 '(TY N161 G
fi Q
¢
Z
ANCHOR LAYOUT
EQUALSRUT3rX63' ANCHOR LAYOUT ANCHOR LAYOUT ��d p,ND W�.4.;
EQUAL SPLIT 83:725X76" ORIEL53.125'X64' `�¢GQ°;.�tC'E l8$�GS�,�I
w r Na- 56201 �$
7ro 5rs�
NOTES: 9 STATE OF
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION,SILL ANCHOR SPACING'SAME AS HEAD::
2.SHIMAS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAYL ALLOWABLE SHIM STACK TO BE 1!4^.USE SHIMS WHERE SPACE-GREATER THAN I/16''15 PRESENT. LOAD BEARING SHIMS SHALL 1315>: talk 14
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3:ANCHOR P.E,S¢E„SPACINQANDEMBEDMEMSHALLBEA99PECIFIEDINTHESEDRAWINGS,;SEETABLE,I;.SHEET6. �
11111/2015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL TING. DISSIMILAR METALS OR MATERIALS W CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TUFL
P.E,
BE PROTECTED TO PREVENT REACTION. EL PE#;.
5:INSTALLATION'ANCHORS.`SHALL BE IN ACCORDANCE WITH ANCHORMANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL Not 13E USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM1239 JA6ARA"AVE.
SPECIFIED IN TABLE 1,SHEET 6. NORTH PORT,FL 34288PH.941.3E 4574
S.ANCHOR EMBEDMENT TO SUBSTRATE SHALLBE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETECMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IFUSED,INTO SUBSTRATE, 6esErB PTIONi
INSTALLATIONS TO'SOUCYCONCRETEOR'GROUT•FILLED'CMU MAY INCLUDEBUT 00 NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS To HOLLOW CMU REQUIRE THE ANCHOR SCHEDULE
USE OF 1XBUCKS BETWEEN THE PRODUCT AND SUBSTRATE. AND
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL SF-MAINTAINED BETWEENALL FASTENERS:4'FOR MASONRY, 1-FOR WOOD AND METAL. DRAWN BY, DATE
S.WOOD OR MASONRY OPENINGS;BUCKS AND BUCK_FASTENERS'SHALL BE PROPERLY DESIGNED BY THEARCHITECT OR ENGINEER OF.'RECORD AND INSTALLED TO TRANSFER WIND LOADST0'THE STRUCTURE.. TEF 05117/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TA13LEI,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
0.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY0THERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-72'6 B
FMAlAAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS),FMAANOMA250(BOX WINDOWS),FMAJAAMAAMDMA 300(EXTERIOR DOOR$) WAUSHEET
1:20 6 OFS
...............................
TYPICAL HEAD ANCHORAGE INTERIOR C /tfai�.
W(NS)o SYSTEMS' ,.
MW.EDGE DIST- 1900 SW'44TH AVE:
SEETABLE-1, NJfN:EMBEDMENT 'OCALA,FLORIDA34474:
SEETABLE 1 WWW.CWS:CO,
SUBSTRATE BY OTHERS
SEE TABLE 1 i/4"MAX.SNlM
PERIMETER SEALANT MIN.EMBEDMENT 3100 ALUM.
BY INSTALLER SEE TABLE I SEEWN.TA GE DIST.
':fNBIDE AND OL7T.
SEE TABLE f SINGLE H014G
SEALANT BEHIND FLANGE _. - INBTALLATtONANCHOR. IMPACT
,BY INSTALLER SEE TABLE 1
1/4'MAX SHIM
r��D
SEALANTBEHINOFLANGE SUBSTRATE'BYOTHERS Y
INTERIOR. BYINSTALLER SEE TABLE i �.
'tNSTALLATtONANCHOR PERIMETER?SEALANT ..
SEETABLE 1, BY..INSTALLER
INSIDE AND OUT 0i
B HORIZONTAL SECTION: .
B TYPICAL JAMBANCHORAOE u
c
1/4"MAX SHIM
SEALANT,BEHIND"FLANGE I m R �.
BYINSTAt1ER
O1 4 Z
PERIMETER SEALANT
BY)NSTALLER MIN.EMBEDMENT
M80)EAND.OUT SEETABLEI ti4�g�*.¢ HELM
SUBSTRATE-By OTHERS p(i"o. �O£N �•�`•.'�(.y%
SEE TABLE I' ; '� 'Ida 58201
MIN.EDGE DIST. ••
SEETABLEi -
A VERTICALSECTIONi�fl ,STATE OF
'6 TYPICAL Sial AN0140RAGE
a��3fn�A`E�taw
�11t112D15
TABLE 1 APP 90 INSTALLATION FASTENERS: LUCAS A.TURNER,KE,
FL PE#58201
SUBSTRATETVPE, ANCHOR TYPE_ _ MIREMBEgM0U MIIS:EDa.DIST. 1239-JABARAAVE,
CONCRETE(2:0 K$1 MR.); 3119'f1W TAPOON 1-1C;" 1-118" NORTH PORT,FL342BS
T F
HOLLOW OR GROUILI ED CMU(117 PC MIN:) 31i8"FIW.TAPOON" 1" 4" PH..9411380�1574
OONCRETi;(2.85 KSI MIN.) 3716'.ELCO ULTRACON' 1. 1" GRIPTIOM
GROUT:FJLLED CMU(ASTM C-90) 3110"ELCO ULTRACON 2.114" 2-112" INSTALLATION DETAILS
9f,18.. TAP-CON
2X MIN.SOUTHERN PINE(".55) CR ELCO ULTRACON 1=3/8" 7/B"
N ;
2X MIR SOUTHERN PINE(G.0,55) #10 WOODSCREW 1318' 718"
TEF 05/17112
16GALGE(0.060")'MIN.STEEL STUD 910-16HILMKWIK-FLEX,08ITW FULLTHREAD 7118
(33 KSI YIELD MIN. Tr-KS SELF-DR(LLING SCREW THRU 0:060"
1/8"ALUM.(6063-75 MIN.)OR #10 GRADES SELF TAPPING/ FULL THREAD CWS 728 8
7116"
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0;12V SHEET
12 SOF6
URNER1239:Iabara Ave.
North Port,FL 34288
ENGIIRING& Ph.T941-380-1574
CONSULTING INC. FBPE C.O.A.#129779
Evaluation!report 726B
_------"' November 11,2015
Product Description; Series 310.0.(previously 3700).Aluminum;Single Hung Window,,LM
Impact,max.unit sizes of 53 1/8"x 84"DP70 Oriel,531/8"'x 76"DP70 OX Equal.Split,and
37"x 63"I3P80.0X EqualSpliit
Manufacturer: .Custom Window Systems,Inc. 1900 SW 44t Ave,-Ocala,FL 34474
Statement of Compliance: This report evatu%es the above-listed product•per the requirements
of FAC Product Approval Rule Chapter 61G20=3'.005(4). This product cQ mplies with the
requirements.ofthe.;5`t'Edition;(2014):Florida Building Code including the High Velocity
Hurricane Zone: 'The product testing standards performed;are outlined below.
Technical D.6cum cimtatiow.
1) .This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabata Ave,,.North Port,FL
2) Approval.dzawing'CW S-726B,signed-and sealed by Lucas A:Tumer;P.E.
3); Test Reports NCTL-210-3795-1,-lA,-2;-2A,-3,aad-3A,and NCTL=21 Q-4000=01,
1.A,-04 and--?2A from National,Certified Testing Laboratories,Orlando,FL signed and
sealed by Gerard J.Ferrara,PY,and.test reports CWS•004=02-02.and-03 and CWS-
0 05-02-01
WS-405-02-01 and-02 from PRI,Construction Materials Technologies,Tampa,FL,with
testing Perfbrmed:. TAS 201/202/203 1994,,AAMA/WDMA/q$A I0111.S.2/A440-2008,
ASTM E 18$6-2002/2004/2;005,and ASTM E 1996-2002/2004/2006/2009
4) .Supplemental Cales.to support CWS-72613' signed and sealed by Lucas A.Turner,P.E.
Installation. Units=must be installed according,to approval document CWS-726B.
Limitations.of.-Use; This product:
• May be used up to sizss"indicated above in Product Description,with glass-types,design
pressures,and max .glass.daylight sizes as shown mCWS-726.8
• Is Large Missile Impact Resistant and:does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• I:G.glass with a mealed`-autboard lite may not be used above 30 ft from grade in HVffZ
• Requires.Kuraray(Dupont).PVB Interlayer per!Miami-Dade N.O.A:; 14-0916.10
• Requires 6063=T6 aluminum extrusions per CWS-7268
-Certif cation of lndep+endence: Ido not have,nor do Lintend to;acquire,_nor will I acquire;a
financial interest in Custom Window Systems or`m any company manufacturing or distributing
products for which this report is being issued. I do not lave,nor do I intend to acquire,nor will I
acquire,a financial interest in any other entity involved.in the testing or approval process of this
product, �,•eaourAr� .
.r e: IVo 502117 Z�� 11/11/2015
Lucas,A.Turner,.P.E
-ta FL PE#58201
STATE OF
""� �� Lucas A.Turner
2015-11-11
��P*���ION
A e ' ®� 14-:24-05:00
Florida Building Code Online Page 1 of 2
AQ mss,
... _ SCIS Hame tog In User Registration. Not Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Min Links Search
Professional
Professional etiYf'wiUSER cticUseroval
>P-'!d,Ict or AeMCAhnn 9earCk o jtneilcatlan list.>APPlicatlon befall
FLY FL15
Application Type Revision
Code Version 2014
Application Status Approved
Comments 04/12/2015
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,Fl-34474
(352)368-6922.
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative lay Lathrop
Addrass/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Harizontat Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
V 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
V Validation Checklist-Hardcopy Received
Certificate of Independence Fl t5$14 R1 COI EvalRep C JS 774A(HS-7700 SG Impact)nd(
Referenced Standard and year(of Standard) Stan and Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/2-03 1994
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueq l%2bT71°/n... 9/2/2015
Florida Bdilding Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method i Option D
Date Submitted 04/09/2015
Date,Vaiidated 06/22/2015
Date Pending FBC Approval 04/2S/2015
Dake Approved 06/23/2015
x
Summary of Products
FL# Model,Number or Name Description
15814.1 HS°7700 Horizontal Slider HS-7700 Aluminum Horizontal Slider,Single Glaze,impact,
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FLi5fi1 _P-1 ii WS-774A YHS•77t�0 8G'.itafdf
Approved for use=outside HVHZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third•Party:Yes
Design Pr'e'ssure:N/A Evaluation Reports
other:Large Missile Impact,see installation drawings for R-15814 R' AE DuPont PVR iLlOA 13-0129 27 oaf
DP and sizes.Glass complies with.ASTM E1300-04, sL 158.4 RI 'AE EvalRor.(>15-774AiHS-7700.5G.
�'1)Jfr.� ,f
Created by Independent Third Party:Yes
sac'r rst-t
Contact-Us.:-19440 tlorth tion!a Stre$t_Tailahazsge FL 32399 Phone:850.487-1824
The State Of Florida is.an AA/EEO employer.CoprIaht 2007-2023 State of Flarida.,:.Privacy_Statemenr::Accessibility Statarttenx::Refund'StaterpeA
Under Florida lacy,email addresses are public records.It you do not want your a-mall address released in response to'a public-records request,do not send
electronic mail'tc this entity.instead,contact the office by phone or by traditional mail.if ave
you.hanyquestions..please contact 850.487.1345_`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 smalls providedmaybe used for official communication withthe licensee.However small addresses are public record-it you do not wish to
supply a personal address,please provide the:Department with an amall address which can be made avaitable to the public.To determine If you are a licensee under
Chapter 455,F.S.,please U^ck bXEL.
Product Approval Accepts:
s
i
https://ww,vv..tloridabuilding.org/pr/pr_apt), dtl.aspx?param--wGEVXQ-vvtDqueql%2bT71%o... 9/2/2415
123 Jabara Ave.
URNER North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A.#29779
Evaluation Report 774A
April 18,2015
Product Description: Series 7700 Aluminum Horizontal Slider Window.,LM Impact, max. unit
sizes of 74-'x 64"DP.60 XO or OX..and 112"x 64"DP50 XOX 1/4-1/2-1/4
Manufacturer: Custom Window Systems,Inc. 1900 SW 44"'Ave, Ocala, FL 3)4474
Statement of Compliance: This report evaluates the above-listed product per therequirements
of FAC Product Approval-Rule Chapter 61 G20-3.005 (4). This product complies with the
requirements of the DEdition(204 4)Florida Building Code including:the High Velocity
Hurricane Zone. The product testing standards performed are outlined below.
Tec Picol Documentation:
1) This report,prepared by Lucas A.Turner,P.E...at 1.239 Jabara Ave..North Port, FL
2) Approval drawing CWS-774A,signed and sealed by Lucas A.Tumor, P.E.
3) Test Reports NCTL-210-3817-.1,AA.-2,and-2A,from National'Certified Testing
Laboratories, Orlando,FL signed and sealed by Gerard J.Ferrara,P.E.
a. Testing Performed: TAS 201/202/203 94,AA1vIV'WrDMA/CSA 101/1.S.2/A440-
08.ASTM E 1886-02/04/05, and ASTM E 1996-02/04/06/09
4) Supplemental Calcs. to support CWS-774A,signed and sealed by Lucas A.Turner, P.E.
Installation: Units must be installed according to approval document CWS-774A.
Limitations of Use: This product:
• May be used up to sizes,indicated above in.Product Description and as indicated in CWS-
774A,with glass types, design pressures,and max. glass daylight sizes as shown in
CWS-7-74A,
Is Large Missile Impact Resistant and does.not require the use of shutters
May be used in the High.Velocity Hurricane Zone
Requires Dupont PVB Interlayer per Miami-Dade,N.O.A. 13-0129.27. 1 have evaluated
the interlayer material in this NOA and find that it complies with the requirements of the
51h Ed. (2014)Florida Building Code for use in this product.
Requires-6063-T6 aluminum extrusions per CWS-774A
Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire., a
financial interest in Custom Window Systems or in any company manufacturing or distributing
products for which this report is being issued.. I do not have,nor do I intend to acquire,nor will I
acquire, a financial interest in.any other entity involved in the testing or approval process of this
product.
testi �Y'
No 51S201
4/19/2015
Lucas A.Tumor-P.E.
STATF OF- FL PE 458201
HORIZONTAL SLIDER - IMPACT QENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN is DESIGNED AND VANDCYW MT
MANUFACTURED TO COMPLY WITH THE FLORIDA
z BUILDING CODE(FEIC),CURRENT EDITION INCLUDING THE 1900 SW 44T8 AVE.
60 112'FLANGE WIDTH HIGH VELOCITY HURRICANE ZONE(HVHZ)AND is RATED OCALA.FLORIDA 34474
75 114' FLANGE WIDTH FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWw.Cws.Cc
—NIT w- 851/4" UNIT WIDTH DEFINED IN A,%TM,E 1996.PER THE FBC.
37 Wil 6"SASH WIDTH A28 1116'SASH WIDTI 2,GLAZING DETAIL:(SEE SHEET 2) 7700 ALUM.
HORZ.SLIDER
7 255 112"- 3.CONFIGURATIONS:'OX',"XO",'�XOX. IMPACT
65 114' 33 1116' 33 1116' -t- 651/4' L2A GLASS
GLASS DLO J
FLANGE GLASS DUO FLANGE L DLO 4.DESIGN PIRESSURES!
I -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE
AND GLASS TABLES'ASTM E-1300-04.
HE GHT H81GHT POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,
-WATER INFILTRATION TEST PRESSURE,AND GLASS
rA' 57 1116' 58 7W 57111 8718- TABLES ASTM E-1300-04.
E GL ss
UNIT GLASS GLASS 64" E
HE GH DLO DLO UNIT OL 5,ANCHORAGE:THE 33 1/3%STRESS INCREASEHAS NOT uj m
HEIGHT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE (n
SHEET 7 FOR INSTALLATION,DETAIL.WIND LOAD z
X 9�fv 0
DURATION FACTOR Cd-1.5 WAS usEb FbkWO D V5
SASH ANCHOR CALCULATIONS. >
0 SASH !0
PIEIGHT
m
t 6-PRODUCTS APPROVED FOR IMPACT RESISTANCE. w
SHUTTERS ARE NOT REQUIRED, 'L
A D tu a:
OXorOX 7.ALL FRAMES AND VENTS ARE SCREWED TOGETHER. co
W
SMALL JOINT SEALANT USED AT ALL FRAME JOINTS.
113114"FLANGE WIDTH 55 3W FLANGE
8.SERIES I MODEL DESIGNATION HS-7700. <
112"UNIT WIDTH S"712" NITWIDTH— .1 ZL
281/16" l'illfifff"",
H rA SASH 9.THE DESIGNATION X AND'0 STAND FOR THE FOLLOWING: �jl:)REW -
-281116'SASH WIDTH X=OPERABLE SASH,0=FIXED SASH N.........
WID'
—7-
10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 01
651/4" 5116"—, 235tl6---
-23 511�'— 521/4"' 65 114" G 8 CLASS 11.WEEP$LOTS 1/4"xl"LOCATED 6"'FROM BOTH ENDS.
7. FLANGE
FLANGE GLASS GLASS DLO HEIGHT LO OLD avl -0:2
HEIGHT OLO STATE OF 14
IF
A�B
D
A
IL
23] 52114�LO L
'-GLASS [to
So
/C
GLASS
DLO
64" 57 Ilw 68718,
UNIT GLASS GLAS 64" C C
HEIGHT 0 DL UNIT 57 Ili6l 587
K HEIGHIT GLASS GLAS
H T DLO
DLO DLO 41312015
0 LUCAS A.TURNER,P.E.
X SASH x 0 SASH
HEIGHT HT FL PE 0 58201
1239 JABARA AVE.
NORTH PORT,FL 34288
OX or XO PK 041-380-1574
IA m_ 1525 1"m
MAX. UNIT DESIGN PRESSURE GENERAL NOTES AND
CONFIG. IMPACT RATING ELEVATIONS
TABLE OF CONTENTS SIZE RATING
PRAWN BY; DATE,
GENERAL NOTES&ELEVATIONS _1 v54--V2kX-&44!-Y-cy-+/-�Q-RSFY-f-y AIDE 06101/12
GLAZING DETAILS.......... ............2a. RV.:
SECTION VIEWS ............................::3.4
XCI 74"X 64'� 60 PSF LARGE MISSILE:IMPACT_'I CWS-774 A
EXTRUSIONSA 130M.............................S
ANCHOR SCHEDULE&NOTES _.6 SHEET
INSTALLATION DETAILS.......................7 1:20 1 OF
�
-
'
' m
' � �
INTERIOR avow
1900 SW 44TH AVE.
OCALA.FLORIDA 34474
wwW,CWS.GG
14 3' 2 17 1
4
7700 ALUM.
2
HORZ.SLIDER
IMPACT
on
11 - w m
-26 v z
9 u�
N Z W
23
33 23 1 6 40
a O x
o°-
ao SECTION VIEW B-B �v
INTERIOR e cnw
�a
z
yikkuru
i k ��+�`Rp,1SORE1MrTrrrr
C4> Ct 7 3 ..�\oFt9yt'�Lpi!
Q1 11 r_ �r'k 0' * .*
`E1 32 Z13 STATE OF ..40
''ro��` 0 R 1 til p
3612� _ 413/2015
LUCAS A.TURNER,P.E.
i FL PE N 58201
1239 JABARA AVE.
1�\�7 NORTH PORT,FL 34288
U t PK 941-390.1574
�GRi•
34
(14 38 9
SECTION VIEWS,
SECTION VIEW A-A
SECTION VIEWA-C. DRAWN BY: on
SIDE LATCH OPTION ADE 06/01/12
SIZE AND DP RESTRICTED,SEE SHEET 1 OWG a: _
ITEMS NOT SHOW FOR CLARITY: CWS-774 A
s,6,,0,Iz,Is,19.z4 SAM SHEET
1:1.33 3OF7
W-_..__..._-......
_..-----,.._.___
WINDOW SV5TEMS
r,\ 1800 SW 44TH AVE,
A 1+1 d0 2 f lel 2$ to-. 4
OEALA,FLORIDA 34474
W W'N.GVdS.CC
_ - 7700 ALUM.
HORZ.SLIDER
IMPACT
U, 0
U,m
34 9 8 33 ? 29 23 2� tI 30 A0 3II 1� 29 .28 8 4 LL z
25.- to
SECTION E-G R >
Lu
a O�
Q �
II 1 ¢N
n
r
ii
23 ,0p T1D RE11
STATE OF x.14
f�+SStON,A\-e 110,
1 h,n[t nt>>�
d t9 413/2015
1
,Q LUCAS PE a 58201'P.E.
1239,IABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
pIffUorscrilpylum
$ SECTION VIEWS
XOX.
ORAWNBV: AT-: -
21
ADE 06/01/12
1 GM ..
CWS-774 A
1 1211
3d 5 6MSON07 SHOW 40R CLARITY: scAGr:; SHEET
SECTION VIEW D-D 1'•1.38 4 OF 7.
�
�
,
' 8
14"MAX.O.C.(TVP,) - �� WINDOW SYSTEMS1900 SW 44TH AVE.
6"MAX.(TYP.)- - - 3" (TYP.) 6-M R'.-,(T G"MAX. YP.)•- 3"(TYP.I�ff�-t
OCALA•FLORIDA 34474
SEE NC E 2 WWVd.CWS.00
G"MAX.-
-3'(TYP.) \ ". 3"(TYP.) IS-MAX-O.C.(fYP.)
(TYP.) - - - - - (TYP.)
I - -— —- - - - 7700 ALUM.
i I HORZ.SLIDER
IMPACT
I I MF
16' I
1 �a
MAX:O.G. X ) O TINSTALLATION MAX.O.C. x I x INSTALLATION Y
(TYP) ANCHORS TYP. (TYP.) ANCHORS TYP, w m
E / ; a z
Q rn
I I NZ >.
Cr O W
uj
-- - - D
Uui'
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) ¢z
"ND 1 P,J�ii
JGPS:y....
G F NSF'N'
z- No 56201 ���t
NOTES: , Y�'�`f'-1'"•f-Y-�('Y-Y`c ` •'�-�•"1'-"y'�••��� :'P STATE OFTU+
4i
1.INSTALL:ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.. r Yr��''Y'Y�CY •i��{C' 0 R���.P U��i`
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 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE S�NA��%00
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE.SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECT IED M THE E RAW N S, E T !,I,,F 4/3/2015
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:
8E PROTECTED TO PREVENT REACTION.
FL PE 8'58201
1239.JABARA AVE.
5.SPECIFIED
IN 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
•$PEGIFlED IN TABLE 1.SHEET 7.
PH..941-380-.1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS.EMBEDMENT SHALL BE BEYOND.WOOD BUCKS.IF USED,INTO SUBSTRATE. SHEET D bcp�PT
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FJLLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU.REOUIRE THE
USE OF IX BUCKS BETWEEN THE PRODUCTAND SUBSTRATE. ANCHOR SCHEDULE AND
NOTES
7.,A MINIMUM CENTER-TO-CENTER SPACING:SHALL BE MAINTAINED,BETWEEN ALL FASTENERS:3-FOR SOLID CONCRETE,3.9116°FOR CMU.1'FOR WOOD AND METAL. pnWu ev UnY€;
S.WOOD OR MASONRY OPENINGS,BUCKS AND'BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCNlTECT OR ENGINEER OF RECORD AND INS7ALL£0 TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 06/01/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH RCOUIREMENTS ASSHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT-13E CRACKED. DwG a: ••
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY.OTHERS FOLLOWING THE CURRENT VERSION OFTHE REFERENCE DOCUMENTS: CWS-774 A
AN
FMAiAAMA 100(FIN WINDOWS).FMA/AAMA 200(FLANGE WINDOWS). FMADMA 250(BOX WINDOWS).FMA/AAMAANDMA 30D(CXTrRIOR DOORS) SHEET
1:20 6 OF T
TYPICAL HEAD A14CHORAGE
I.._MIN.EDGE DIST. L MIN.EMBEDMENTIFIDGVV SYSTEMS
SUBSTRATE BY OTHERS— SEE TABLE I 1900 SW 44TH AVE.
y/ SEE TABLE i
F SEE TABLE 1 A OCALA.FLORIpA 34474
LL INTERIOfi 114`MAX.SHIM WWWAWS.CC
PERIMETER SEALANT MIN.EMBEDMENT I)
BY INSTALLER SEE TABLE I MIN,EDGE DIST- 7700 ALUM.
INSIDE AND OUT SEE TABLE i I"IORZ"SLIDER
SEALANT BEHIND FLANGE
BY INSTALLER INSTALLATION ANCHOR IMPACT
114"MAX SHIM SEE TABLE1
�w
00
INTERIOR >
ie
INSTALLATION ANCHOR—•----------�---�-• SEALANT BEHIND FLANGE� SUBSTRATE BY OTHERS
SEE TABLE 1 DY INSTALLER SEE TABLE'1
PERIMETER SEALANT p
INS{DEAND.OUT N }
W
NORI2_ONTAL SECTION a.
TYPICAL JAMB ANCHORAGE ¢ U
1/4'MAX:SHIM ? o
SEALANT BEHIND F•LANOE BYINSTALLER
MIN:EMBEDMENT s+sour+'{{trr
PERIMETER SEALANT SEETABLE1 ���` PI40REIj,r4r,
BYINSTALLER :`q` "' G3 tis` ' �'•
INSIDE AND OUT
SUBSTRATE BY OTHERS---
SEE
THERS--SEE TABLE 1 "
----•-�--MIN.EDGE 41ST.
SEE TABLE1 X31`; 51or
VERI"ICAL SECTION
7 TYPICALSktLANCHORAGE r++1luu+1
4/312018
TABLE is APPROVED INSTALLATION FASTENERS LUCAS A,TURNER,P.E.
SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE 41ST. FL PE✓f 58201.
1239 CONCRETE(24 KSI MIN.) 3116"ITN TAPCON 1-it2" 1.118" NORTH PORT FL 3 288
HOLLOW OR GROUT•FILLEO.CMU(117 PCF MIN.y 3116"ITW TAPGON V 2" PH.941.380=1574
CONCRETE(2.85 KSI MIN.) 3110'ELCO ULTRACON 1' 1" $ E T O$CRIPTI ;
GROUT-FILLED CMU(ASTM C-90) 3.118"ELCO ULTRACON 1.314" 2.112"
2X MIN.SOUT14EFIN PINE(G=0,55) 3118"ITW TAPCON 13'8" 718 IN§TALLATION DETAILS
ORELCOULTRACONa A'W.sr: aA
L(3�3
SOUTHERN PINE.(G=0.55) 1110 WOOD 1'•318' 718" ADE 06/01/12
sE(0.060")M}N.STEELSTUD tt10•i6H{LTIKWII{•FL£XORliW FUtLTHREAD 7118"
YIELO MIND TEKS SELF•DRILLING-SCflEW THRUOA80°• WG&; v.:M.(6083.75 MINA OR 410 GRADE 5 SELF-TAPPING/ FULL THREAD CWS-774 A
7116" oE:EL(33 KSI MIN,) DRILLING SCREW THRUO.125" SHEET
1:2 7OF7
Florida Building Code Clnline Page l oft
t ,
acts home 'tog In User Rtgistration tiot Topics Submit-Surcharge Stats&Facts Publicat1cros FBC Start Br3S.Sbc+1ap finks Search
Busines <<
-- Product Profess1onal0uscR;Ptib Auer Approval
PreV-1 A111—M M.•tnnri>,ProdaetSyrRnnikato+,t,�Scarch>Annbrahon LIM>Application Detail
FL 4 FLISB14-R1 �
ApplicationType Revision i!
Code Version 2014.
Application Status Approved
Comments 04/12/2015
Archived
Product Manufacturer =ekos-s@cws.cc
w Systems Inc.
Address/Phone/Email Avenue
4
2
Autharized.Signature Koss Erin
ekoss@cvis.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave,
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance'Representative lay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext.291
jlathrop@cws:cc
Category Windows
Subcategory Horizontal Slider
Compliance-Method Evaluation Report froth a Florida Registered Architect or a Licensed
Florida Professional Engineer
V Evaluation Report-Hardcopy Received
Florida.Engineer orArchitect Name who developed Lucas A.Turner
the Evaluation Report
Florida License P&58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/22/2020
Validated 8y Steven M.Urich,PE
Validation Checklist-Hardcopy Receiyed
Certificate of Independence F1,15314 R1 C01 'r'.efii�Rees C1zt5-774R HS-7700.SG.Fmcartl p�f
Referenced-Standard and Year(of Standard) j lard ear
AAMA(WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886705 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
https://ww-v:.floridabuilding,or /pr/pi` app dti.aspx?paraln=wGEVXQwtDquegl%o2bT71%... 9(2/2Q15
Florida Building-Code Online Page 2 oft
Sections from the code
Product.Approval Method Method I Option D
Date Submitted 04/09/2015
Date Validated 06/2212015
Date Pending.FBC Appravat 04/25/2015
Date Approved 06/23/2015
t
Summary of Products.
FL# Moder,Number or Name Description
15814.1 HS-7700 Horizontal Slider HS-7700 AluminumHoriYontal Slider,Single Glaze;Impact.
Limits of Use installation Instructions
Approved-for use in IiVHZ:Yes FLl- `24. 1 iT CLL3S-:7.9a fliS-770,SG.Irnpact.�f
Approvied 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 Impact,see installation drawings for RASPt4 R! AE Du."cnt'PVB MCA 13-0179 27.ndf
DP and sizes.Glass complies with ASM E1300-04. FL1S(374 R2 A rvalRen Ctrd5= 74A fN5-7700'..SG.
Created by Independent Third Party;Yes
6acY. Flex;
Contact Us=1940 Fionh Liam-Straat TaEiahass eFY 32389 Fhonn850 487-1R2%t
7ha,5tata of Florida is an ANEW.employer.Coov'aht 2ed7-20135tateof Florida.:3.Edt.y;to et menta:Accessibility statement BeF„nd Statemenx
unrietr Flordoi law,email addresses are public records.it you do not want your a-mall address releasedin response to a:public-records request do not send
eteelmnle mail to this.entity:iasteaa,contact the oinnce by phone orby traditional mail.If you have any questions,please cdrttact,850.487.1395.:!pursuant.io
Section455.275(1);Florida Statutes,effective October 1,2Q t2,licensees licensed under Chapter455,F.5:must provide tide th partdtent irtth an email address it
tbev have ane.The¢mads provided mayttc.used for'ofp6el communication with the licensee.However email addresses are'pubbc mm d.It you du,nm r.Fsh to
supply-.personatadtims,.please providethenepartment with an email addiass i-Mch can be made available to the public.7o detertnlpeA you area licensee under
Chapter 455,F.S.,please-dick ere.
Product App—al Accepts: '
-w(uriic:r
S
f
a
s
https://www.floridabuilding org/pr/pr app_dtl.aspk?param=wGEVX:QwtDquegl%2bT71%... 9/2/2015