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OFFICE USE ONLY: 1�1� !(
DATE FILED: LA' 15 -1 (p PERMIT# `—I�(00 — O© I
REVISION FEE: RECEIPT# 1 ,`k 3r1 lzL—
PLANNING &DEVELOPMENT SERVICESR E C EE
® BUILDING&CODE REGULATION DIVISION
e 2300 VIRGINIA AVENUE APR 20%FORT PIERCE,FL 34982-5652
(772)462-1553 FAX(772)462-1578 P E R PI F l- 4G
St. Lucie County, FL
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
I. LOCATION/SITE '' 11 - Z I 1
ADDRESS: Q C e QY V L l
e scYl eaF C S q G/ -7
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
b C z s -e d
3. CONTRACTOR INFORMATION: //''
STATE of FL REG./CERT.#:SCC 13 I I Jib`i- ST.LUCIE COUNTY CERT.#:
BUSINESS NAME: C) S
QUALIFIERS NAME: i C h
ADDRESS: YI `6G -1-
CITY: STATE: ZIP: �P
PHONE(DAYTIME)•), FAX:
4. OWNER/BUILDER INFORMATION:
�j
NAME: n 1 Y 1p c1
ADDRESS: cl--`�CkIfyAlul
CITY: STATE: ZIP:
PHONE: FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
Revised 07/22/2014
REVISION
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 4173835 OR BOOK 3850 PAGE 2812, Recorded 03/29/2016 at 03:34 PM
E C;PV H-14,'VED
Analk RWORDMC-RETURN Tot
(00q 0()q I F Ak 15 2016
rM%rYNLMJ3M: 'Mr.St..1.--d 1-�Wrdi�g W. qERM1iTTIP1IG
L St--Ujcia County. F!-
NOTICE OF COMMENCEIVIENT
The undersigned hereby given nodoc that improvement will be made to certain real property.and in auourdanw with Chapter 713,
Florida statutes the following information is provided in the Notice of commencement,
1.DESCRIPTION OF PROPERTY(Legal description and street address)TAX FOLIO NUMBER:3522-607-0061-000-0
SUBDIVISION_BLOCK_TRACT�--LOT�—BLDG L—UNIT
DUNE WALK BY THE OCEAN a/k/a SAND DOLLAR DOLLAR NORTH BLDG B UNIT 211
2.GENERAL DESCRIPTION OF UVIPROVEMENT-Replace 4 Windows
3.OWNER INFORMATION: a.Name Anthony&Karla Garcia
b.Address-7370 S OCEAN DR 211 Jensen Beach,FL 34957 _cAntercstinproperty
_
d.Name and address of fee simple titleholder(if other than
4.CONTRACTOR'S NAME,ADDRESS AND PHONE NUMBER:-Para djS0_&tnriD13,1 j.(1
1918 Cniporate D . ,R=tnn Reach,.Fy 3� 16[!hone:561-732-0300
5-SURETY'S NAME,ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
6,LEND'ER'S NAME,ADDRESS AND PHONE NUMBER*
7 Persons within the State of Florida designated by Owntrupon whom notices or other documents may be served as provided by
Section 713.13(1 Xa)7.,Florida Statutes:
NAME,ADDRESS AND PHONE NUMBER:
8.in addition to himself or herself,Omer designates the following to receive a ropy of the Lienor's Notice as provided in Section
713.13(1 Xb),Florida Statutes:
NAME.ADDRESS AND PHONE NUMBER:
9.Expiration date of notice of commonecracm(the cxpiralion date is I year ftom the dote orrocording-unless a di tlk:Tcnt date is
apecifled)
WARNING TO OWNER;ANY MMENTS MADE BY THE OWNER AFTER THE ENPJRA0159 STNOTICE OF COMMENCEMENT
CONSIDEREDARE CONSIDED TMPRQPY,;R PAYNEWS UUNDERCHAPTER 713,RM I SECnON Mff'll .I%TVrFS,AND CAN RESULT
IN YOUR PAYING Z-�MNTS TO YOUR PROPERTY,A NOTICE OF COMMENCEMENT MUST Dr.RECORDED Q- D
K)STFI)ON T",IQ13 579 UF FORE THF.FIRST CCOR AN
'IT TNSP—FCTFON,IF Y013 TNTFND TO GOTAIN FINANMFE, C(W�1�13-1.T WITH YOUR
LENDER OR&N_0MORNE)EPEFORS COMMENCrNO-,\IOBK OR RECORDING YOUR NCMCE OF COMMENCE M NT.
Signature p:rwoer Print Name and PIrmide Signatory's I-Itle(Office
Owner's Authorized OfficenDirector/Partner/Mauncr
State of Florida
County or St.Lucie
The 4 * ,isu= t ka lodgedbcforcuiethis— 1�1 day of 10JU-
Hy RMOZII G"IAOW--- 85
(Printed name of signing above) (Type ofauthodry—e.g.Omer.offeez,--_attorney in fact)
For
(Name of party on behalf ofwhom instrument was executed) Personally Known produced the following type of ID:
I SOPHIE MARIE ELLISON
sbLJVt1 My COMMISSION#FF180900
(Printhd Name ign4uYc ofNotory Public)
EXPIRES December 3,2018
(401 FlOridallotarysomfCo'com
Under penalties or pejury,I declare that I have read the foregoing and that the facts in t)�39&0153 rmy
knowledge and
belicr(suction 92.525,Florida Statutes).
SgZed OfricerlDirector/Partner/Manager who Agned above,
33y.,7_ By_ Tame)
ar so j...,
(Printed N
STATE OF FLORIDA
ST LUCIE LINTY
THIS IS CERTIFY THAT THIS IS
TRUE
Aq 0 RR CTC Y`OFT.
eORIGIN
ES T XLERK
o
Dale:AAR 2 9 2016
' 1gVE
EXTER10R5
APR 15 2�1i6
IMPACT WINDOWS AND DOORS FEi?Py71TT NIG
1918 Corporate Drive,Boynton Beach,FL 33426 St. Lucie C cull! ;FL
Office 561-732-0300 Fax 1-866-721-5332 y,
CHANGE ORDER
To: N Date:
Address: \� Email:
Job Number: Phone:
This document and the changes written upon thereby amend the original contract between c ient and Paradisla Extant rs. With the Exception of the specifics of
this change ordcr,all other products,terms,and wording on original contract remain in effect.
HOA:Yes No
GRID PATTE ❑CO IAL EIDIAMOND
Quantity Style Location Size Color
v'v M
S vv _
`i NDOWNIANUFACrl1RER WINDOWS COLOR $A"E
rio,Is
L
&RONZEEDaTHER ACT GLASS Z, ,=
USTOM WINDOWS LASS VINYL
W E ARGON Energy star
TOTAL NUMBER OF WINDOWS ON THIS ORDER: k STLYE I ` e COLOR� Oli t \�� `C)
-T
TOTAL NUMBER OF DOORS O'1 THIS ORDER: N STYLE COLOR
TOTAL NUJIBER OF OTHER PRODUCTS: N
Switching to: Cash ❑ Flnance ❑
Change Order Amount:
Financed Through: _
Terms:
Notes
Original Job Amount: $ v U
Change Order Amount: $ u
New Job Amount: $ V
Amount Due at Commencement:
Amount Due at Completion: $ `N L`r
X x x
BUYER SIGNATURE REPRESI 1 A RI DATE
:Opening_ I Size
(W x H)
1. FL16177.1 ` 34 x46
(SINGLE HUNG) ,
2. FL16177.1 24 x 58 /
(SINGLE HUNG) Fes!
3. FL16177.1 36 x46 O
(SINGLE HUNG)' 6 7 H O
4. FL16177.1 34 x46 M/ •
(SINGLE HUNG) }.iri ', a)
5. =)(ENTRY NOT INCLUDED) ��� DINING W )F-
6.
6. FL13010.4 24 x58 rl
(FIXED) !�
7. FL16177.1 24 x58 KITCHEN cu
(SINGLE HUNG) - W =3 W
8. FL13010.4 36 x46 cy E
(FIXED)
9. FL16177.1 36 x46 Q �
(SINGLE HUNG) % 0)()
Ac
0
m
8
BED 1 3
cv
t`
5 — 9 .�
M 04
4 BE�2 � � � m
iA/V �n/lii.L, J
i Z
LL
Y w v
U ca
211 OTHER UNITS 216 51 °� ° m
_ C
m
0
Lill 0 F— rn
170 c a)
_ o
Gc A ',S I Q
Q �?, W U
a COPYILGHT E.TEYPESTSOY
SCALE:
�^ U) Revision Note - NOT TO SCALE
GATE:
Changed Slide/Pic/Slides to Apr 10,2016
PAGE DESCRIPTION:
SH/PW/SH. This added openings 6-9 to job Site Plan
PAGE: OP
1
1
PARADISE EXTERIORS
"Building Our Quality Reputation
One Customer At A Time"
SCC131150472
Property Information Building Information
Owner: Anthony&Karla Garcia Wind Zone: 170 MPH.
Address: 7370 S OCEAN DR 211 Exposure Category: D
Jensen Beach,FL 34957 Minimum Building Dimension: 51 ft,
Mean Roof Height: 90 ft.
Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device Max Positive Max Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(ps f) Pressure(psf)
1 End 34 46 7 44.5 -105.1
.... --_._ ......... ........_.. ._.------. __......_.. —._..... -------—_.............- ........ ._-_-------.............................---- �..__
2 Int 24 58 7 44.5 57.3
_.__ ----- — _...__. - - _. _.. ---------
3 Int 36 46 7 44.5 57.3
4 Int 34 46 7 44.5 -57.3
5 Int 7 44.5 -57.3
___ .._...... __..._ .._. ... ......---
6 Int 24 58 .....__.. 7 44.5 -57.3
7 Int 24 58 7 44.5 57.3
8 Int 36 46 7 44.5 -57.3
9 Int 36 46 7 44.5 -57.3
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(20/4)Florida Building Code.
Page 1 of 1
A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET
Definition of Comer Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft.
OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE
GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW
LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING SHUTTERS
NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF DIMENSIONS MULLION REQ YM
SIZE REQ YIN/NA
1 End Window 7/8"Lami FL 16177.1 70 70 44.5 -105.1 52x62 34x46 No No
2 Int Window 7/8"Lami FL16177.1 70 70 44.5 -57.3 52x62 24x58 Yes No
3 Irit Window 7/8"Lami FL16177.1 70 70 44.5 -57.3 52x62 36x46 Yes No
4 Int window 7/8"Lami FL16177.1 70 70 44.5 -57.3 52x62 34x46 No No
5 Int Not Included Not Included 44.5 -57.3
6 Int Window I"Lami IG FL13010.4 67.5 67.5 44.5 -57.3 72 x 76 24x58 Yes No
7 Int Window 7/8"Lami FL16177.1 70 70 44.5 -57.3 52x62 24x58 Yes No
8 Int Window I"Lami IG FL13010.4 67.5 67.5 44.5 -57.3 72 X 76 36x46 Yes No
9 Int Window 7/8"Lami FL16177.1 .70 70 44.5 -57.3 1 52x62 36x46 Yes No
7/4/2015 Florida Building Code Online
I
jUq W- �tl
ME
OC
i iFt I BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&FauYs Publications € FBC Staff BCtS Site Map Links j Search
Business���
Professibn,al a,' ' USER: Public
Regulation
I Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL13010-R3
Application Type Revision
Code Version 2014
Application Status Approved
Comments
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 Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Fxed
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
Validation Checklist-Hardcopy Received
Certificate of Independence FL13010 R3 COI EvalReo CWS-373B(PW-8300. 120x48. IMP).Ddf
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 E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-05 2005
PA TAS 201/202/203 1994
https://floridabuilding.org/pr/pr_app_c tl.aspx?param=wGEVXQwtDgvQEb8FEH 6OVrs5wFsW Ukbayx8BEGDJ57PKaSsOeALf2A°/`3d°/`3d 1/3
7/4/2015 Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/15/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window, 36"x 72".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13010 R3 II CWS-4338 (PW-8150, 36x72, IMP),odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +75/-75 Evaluation Reports
Other: PW-8150, 36"x 72", DP = +/-75 psf. Large Missile FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf
Impact. In HVHZ may only be used up to 30ft above grade. FL13010 R3 AE EvalReo CWS-4338 (PW-8150, 36x72,
Glass complies to ASTM E1300-04. IMP). df
FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02.odf
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 Installation Instructions
Approved for use in HVHZ:Yes FL13010 R3 II CWS-5108(PW-8150. CONTHDSL, IMP).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 . I
j Other: Large Missile, Dp = +/- 67.5 psf, Max. size 74 1/8"x FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf
72". Outer lite must be safety glass above 30 ft. in HVHZ. FL13010 R3 AE EvalReo CWS-510B (PW-8150. CONTHDSL,
Glass complies to ASTM E1300-04. IMP). df
FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02.odf
Created by Independent Third Party: Yes
13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 120"x 48".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13010 R3 II CWS-3738(PW-8300. 120x48. IMP).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: PW-8300, 120"x 48", DP = +/-70 psf. Large Missile FL13010 R3 AE DuPont SGP NOA 11-0624 02.odf
Impact. Glass complies to ASTM E1300-04. FL13010 R3 AE EvalReo CWS-373B(PW-8300. 120x48.
IMP)j)df
FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02.odf
Created by Independent Third Party: Yes
-13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fin Fixed Window.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13010 R3 II CWS-159D(PW-8300. 72x76, IMP).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: Large Missile Impact, See Installation Drawings for FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf
Max. size and DP's. Outer lite must be safety glass above 30 FL13010 R3 AE DuPont SGP NOA 11-0624 02,0f
ft. in HVHZ. Glass complies to ASTM E1300-04. FL13010 R3 AE EvalReo CWS-159D(PW-8300, 72x76,
IMP). df
FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02.i)df
i( Created by Independent Third Party. Yes
0 0
Contact Us:: 1940 North Monroe Street.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
https://floridabuilding.org/pr/pr_app_otl.aspx?param=wGEVXQwtDgvQEb8FEH6OVrs5wFsWUkbayx8BEGDJ57PKaSsOeALf2A%3d%3d 213
7/4/2015 Florida Building Code Online
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail 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 emalls 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 dick here.
Product Approval Accepts:
® eCMck
Kimxwrit�•acrstr,,.
https://floridabuilding.org/pr/pr_app_U.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbayxBBEGDJ57PKaSsOeALf2A%3d%3d 3/3
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 159D
April 18,2015
roduct Description: 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)
Manufacturer: Custom Window Systems, Inc. 1900 SW 440'Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5°i
Edition(2014) Florida Building Code including the HVHZ. The product testing standards performed are
outlined below.
Technical Documentation:
1) This report,prepared by Lucas A.Turner, P.E., at 1239 Jabara Ave.,North Port, FL
2) Approval drawing CWS-159D, signed and sealed by Lucas A.Turner, P.E.
3) Test Reports NCTL-210-3954-01 and -IA, and NCTL-210-3955-01 and-1A,from National
Certified Testing Laboratories, Orlando,FL,with Testing Performed: AAMA/WDMA/CSA
101/I.S.2/A440-08,ASTM E1886-05, ASTM E1996-05/09 and TAS 201,202,203 1994(TAS
reports 3954-IA and 3955-1A signed and sealed by Gerard J. Ferrara, P.E.)
4) Supplemental Calculations to support CWS-159D,signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-159D.
Limitations of Use: This product:
• May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf,
or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf
outside the HVHZ, with max. glass daylight sizes as shown in CWS-159D
• Is large missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade
• Requires glazing as shown in CWS-159D,with Dupont SentryGlas Interlayer per Miami-Dade
NOA 11-0624.021 in DP65 or 67.5 units or Dupont PVB Interlayer per Miami-Dade NOA 13-
0129.271 in DP55 units
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021
1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5'h Ed. (2014)Florida Building Code for use in this
product.
Certifica ion o ndependence: 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.
♦����Na RE VV���ti
N 5820 :_P
4/18/2015
90:• STATE of .:'�iu� Lucas A. Turner, P.E.
�'•A,r o t �;:��'��` FL PE#58201
PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 190D SW 44TH AVE.
EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ)
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
73 114" 2..GLAZING OPTIONS:(SEE SHEET 3) 8300 PVC
491/4' MAX.O L FLANGE WIDTH
MAX OVERALL FLANGE WIDTH
48- 72- 3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW
MAX UNIT WIDTH MAX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2.
451/8* 4.DESIGN PRESSURE RATING: IMPACT
GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A ———————————————— GLASS TABLES ASTM E-1300-04. n v co
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
------- — I I o a m h tii
INFILTRATION TEST PRESSURE AND GLASS TABLES m N o o F
m o 'o Q
ASTM E-1300-04. o o �
77 1/4" I I 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED LL Y C3 wLij ..
I MAX I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR w ¢ Q m
731/4'
OVERALL DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD z o to
I IFLANGE
MAX. I I I ANCHOR CALCULATIONS. m ° m s
OVERALLB B HEIGHT O
I I LL a LL
FLANGE I I I I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT LL o m
HEIGHTI I I 76, REQUIRED. N ¢ N w z w
I I OfwXz0
72' I UNIT I O 7.ALL FRAMES ARE FULLY WELDED. o a d
MAX. I I HEIGHT I I w d w. °
UNIT 8.SERIES/MODEL DESIGNATION PW-8300. < a < a N
HEIGHT I I I I I a ° a ° w
I I I 73 118' I I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
69 118- I I o oSS I I O=FIXED SASH. p O m ¢ Z
GLASS B
DLO I 8 I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
O I I LOCATION. ��PNDREI'ir"l4���
t I I vPy'�cEPig• L
o
8 I I No 58201
8 A o'• STATE OF
4/9`'1/20
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
TABLE OF CONTENTS GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES&ELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE:
ARCHITECTURAL SHAPES...................2ADE 05/05/07
GLAZING DETAILS.................................3 72" -
-48"
SECTION VIEWS....................................4 NO - VHZ - LARGE MISSILE IMPACT DWGn: REV.:
EXTRUSIONS&B.O.M...........................5 72 X 76 CWS-159 D
ANCHOR SCHEDULE 8 NOTES.........6-7 HVH +/-675 PSF SCALE:
INSTALLATION DETAILS.......................8 . SHEET
1:20 1 OF 8
_ NEMS
WINDOW SYSTEMS
OCA A,1900S44TH AVE.:D'P FLLORIDA 34474
WWW.CWS.CC
WWw.8300 PVC PICTURE WINDOW
\ IMPACT
\ FULL ELLIPSE("OVAL")
orn �ori` t
FULL CIRCLE cN o o (ii-
TOMBSTONE o 0 0
W Y W W
W ❑ ❑ Y
H W Q Q m
j z O U)
0 0 o w z
--0I m a m o °
U)
m . mW U W z O w
a m a u a
it
W
¢O 0 0 0 U)
W
O U m Q O
1/2 CIRCLE z
j/
� �NORENr,`t
OCTAGON ------.._..._....................._..._.....__.............J . P,......., ;-,
.` 5.
TRAPEZOID z-' No 58201 :�-P
-�
O. STATE OF ilOZ
j 'y Cc''•(0 F \
1�Q Cy�``
i
\ NOTES:
\ 1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. Z�
\
2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 4/11/2015
\ THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E.
01
3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL # A
JABARAVE.1239 A
RECTANGULAR WINDOWS ON SHEET 1. 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&7,WITH ANCHOR SHEET DESCRIPTION:
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.
1/4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES
DRAWN BY: DATE:
ADE 05/05/07
DWG#' REV.:
CWS-159 D
SCALE: SHEET
1:1 2 OF 8
C
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
8300 PVC
PICTURE WINDOW
IMPACT
1
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t7 N O O I-
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mi Q m ULD
112'AIRSPACE 318"AIRSPACE < LJ o m rn
6/16'LAMINATED 7/16'LAMI GLASS ~ 3 Z >
w v w Z O of
1/8'ANNEALED 3/16'HEAT STRENGTH ao ao a CL
0
.090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER Q G Q a u
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118'ANNEALED 3116'HEAT STRENGTH > > o- j p
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6 PURFECT GLAZE"H' 6 PURFECT GLAZE"H" Z
SIKAFLEX 552 SIKAFLEX 552
P"'iDREW'l',i�i
10 112'GLASS BITE 10 112"GLASS BITE �QS:��CElJgFRi
�.J'" No 58201 '�r1
7 7
itz
1 1 O. STATE OF :4't
/ONA�;�%,V.
GLASS TYPE A GLASS TYPE B �Z
4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
GLASS MAX SI'f DRAWN BY: DATE:
TYPE W x H ADE 05/05/07
DP+/-55 A 48 X 72 OWG M REV.:
CWS-159 D
DP+/-67.5 B 72 X 76 SCALE: SHEET
1:1 3 OF 8
4VIYIJ�]1��•�n(` j
WINDOW SYSTEMS I1�✓/I
1900 SW 44TH AVE.
3
OCALA,FLORIDA 34474
WWW.CWS.CC
INTERIOR
7 s
6 9 9 6 8300 PVC
PICTURE WINDOW
0 8 s IMPACT
7 7
i o
rnccoon Wi
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10 pa mN00F
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10 M ❑ `''++�ucn1N�
Z�
4!.TUR 5
LUCAS A.TURNER,P.E.
O O FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
7 6
SHEET DESCRIPTION:
SECTION VIEW A-A SECTION VIEWS
DRAWN BY: DATE:
ALTERNATE FIN FRAME ADE 05/05/07
DWG#: REV.:
CWS-159 D
SCALE: SHEET
1:1.33 4OF8
PARTS LIST FRAME CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL WINDOW-SYSTEMS
1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC WWw.CWS.CC
3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC
4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC CORNER WELD(ALL SIDES) 8300 PVC
5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE I: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", SIKAFLEX552 HENKEL/SIKA SILICONE
9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE
10 S-6064, GLZ. BE., FXD. (1" O.A. I.G.) MIKRON PVC ❑
11 GLASS SEE SHEET 3 w woo }
I-- w ¢ ¢ m
z o CA
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El, a > >
2116" 1/16' 1/16" > ❑..
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2 7/8" ppnugr
J`t�tSDRE
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No 58201
1 1/2•
PVC FRAME FLANGE-H-6006B t :ro= ¢:
O� STATE OF :�
Iwi F'�.l O F
PVC FRAME FIN-H-6006A
1/4" z�
4/11/2015
LUCAS A.TURNER,P.E.
t/16" 10 "{ 3" 123FL 9 J
7/a' A ARA AVE.
LU—J
8 NORTH PORT,FIL 288
PH.941-380-1574
SHEET DESCRIPTION:
PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M.
DRAWN BV: DATE:
ADE 05/05/07
DWG#: REV.:
CWS-159 D
SCALE: SHEET
1:1 5 OF 8
14" .O.C.(TYP.) 4"MAX.( P.) 8"MAX.O.C.(TYP.) comm
6"MAX. P.) SEE NOTE 2 4"MAX.(TY ) S NOTE 2 1900 SW 44TH AVE.
6"MAX(TY OCALA,FLORIDA 34474
---------- ----_--_- WWW.CWS.CC
I I I I
I I I 8300 PVC
I 8• I I PICTURE WINDOW
MAX O.C.
INSTALLATION (TYP.) i i INSTALLATION IMPACT
14" I I ANCHOR(TYP.) I I ANCHOR(TYP.)
MAX O.C.
n v m
am � � w
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I I I I W � oo >
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I I I I wwww �
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ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) 0
DP+1-55 PSF DP+l-55 PSF z
J�,•5 p•NORE W���..
`.Gp• •`GENS• .'Q�:
No 58201 •"1i
NOTES: O. STATE OF
i;Its".A
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. 'li�s'S;OO.AA•`
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. i
sg-
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/11/2015
LUCAS A.TURNER,P.E.
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 FL PE#58201
BE PROTECTED TO PREVENT REACTION.
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 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 8
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. DWG a: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS). FMA(WDMA250(BOX WINDOWS),FMA/AAMA/WDMA300(EXTERIOR DOORS) 1.20 6 OF 8
WINy(k1)(6(Ul S
WINDOW SYSTEH
4"M (TYP.) 8"MAX.O.C.(TYP.) 1900 SW 44TH AVE.
6'MAX.(TVP.) 7 518'MAX.O.C.(TYP.) SEE NOTE 2 4"MAX( P.) S NOTE 2 OCALA,FLORIDA 34474
6"MAX.(TYP.) WWW.CWS.CC
———————————————
I I I
I I I I 8300 PVC
PICTURE WINDOW
7 518" I I MAX O.C. I I IMPACT
MAXO.C. I I (TYP.)
I I I orncorF-
th N O O <
INSTALLATION I I INSTALLATION
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z
ANCHORLAYOUT-(FLANGE) ANCHOR
DP%Ass�sF (FIN) 11`��� REW+T4,�
DP-1-65 PSF
z v. No 58201 P
STATE OF :�+
NOTES: %0.C+'•
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. +iSS�OA' r1���`
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. Z1--7
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 4/11/2015
LUCAS A.TURNER,P.E.
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 FL PE#58201
BE PROTECTED TO PREVENT REACTION.
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 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. NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
J DRAWN BY: DATE:
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. 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. DWG#: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:20 7 OF 8
�-.Ell�'ETMAB-L-Erl
MENT TYPICAL HEAD ANCHORAGE 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 1/4"MAX.SHIM MIN.EDGE DIST. SEE TABLE I pWyW.CWS.CC
-
SUBSTRATE BY OTHERS SEE TABLE 1
SEE TABLE 1
MIN.EMBEDMENT 8300 PVC
PERIMETER SEALANT SEE TABLE I SEE INSTALLATION ANCHOR PICTURE WINDOW
BY INSTALLER
INSIDE AND OUT 0 MIN.EMBEDMENT
SEE TABLE 1 IMPACT
SEALANT BEHIND ^�
FLANGE BY INSTALLER (f"UL�.J � � � o
1/4"MAX.SHIM �D a
o W m n W
p PERIMETER SEALANT m N o o F-
PERIMETER SEALANT BYINSTALLER o o N o O
BY INSTALLER INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR IL Y w w
SEALANT BEHIND
SEE TABLE 1 Iw- w Q Q m
FLANGE BY INSTALLER SEALANT BEHIND z O (D
FIN BY INSTALLER L) o U Z
INSTALLATION ANCHOR �B ` HORIZONTAL SECTION �C� HORIZONTAL SECTION m a m c� O
SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE v Y c ' (n
HEAD AND SILL SIMILAR FOR FIN INSTALLATION z N . Z I
w v w z O E
wo rr o a d
d w o
a a a a
p w
1/4"MAX.SHIM OU m Q O
SEALANT BEHIND UU Z
FLANGE BY INSTALLER O
�p��`PpSDREW�T e.
PERIMETER SEALANT MIN.EMBEDMENT :gyp°;: ETJ
IN S'• �Q�i
INSTALLER SEE TABLE %?�
J�; •• -i
INSIDE AND OUT No 58201
SUBSTRATE BY OTHERS
q: :Ir
SEE TABLE 1 MIN.EDGE DIST. 9 STATE OF 4U
SEE TABLE I ��O"�••.�( UP:N�+l
SEALANT UNDER SCREW �A� VERTICAL SECTION FS - �!�. G��1�
HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE
C3
X�
�a
TABLE 1:APPROVED INSTALLATION FASTENERS 4/11/2015
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.) -1 3116"ITW TAPCON 1-1/2" 1-118" 1239 JABARAAVE.
PERIMETER SEALANT NORTH PORT,FL 34288
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2' BY INSTALLER
FLANGECONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1' INSIDE AND OUT PH.941-380-1574
HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-114" 2-1/2" 8 BOX FRAME INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1-3/8" 7/81, HEAD AND SILL SIMILAR FOR BOX INSTALLATION
INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.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:
16 GAUGE(0.060-)MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED OWG 9:
118"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 D
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE:
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7116" SHOWN FOR FLANGE WINDOWS. 1.2 SHEET
80F8
Florida Building Code Online Page 1 of 2
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Approval
Rei!�latori
Produrt Aporovai rg?L>Product or Application Search>Application List>Application Detail
c't
W FL# FL16026-R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Soft-Lite LLC
Address/Phone/Email 10250 Philipp Parkway
Streetsboro,OH 44241
(330)528-3400 Ext 1109
I'tinker@soft-lite.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
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 Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity Farabaugh Engineering and Testing,Inc
Quality Assurance Contract Expiration Date 07/01/2016
Validated By Ryan].King,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL16026 Rl COI CERTIFICATE OF INDEPENDENCE.odf
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtFPmdYiND... 8/12/2015
Florida Building Code Online Page 2 of 2
Date Submitted 01/21/2015
Date Validated 01/28/2015
Date Pending FBC Approval 02/01/2015
Date Approved 04/15/2015
Summary of Products
FL# Model,Number or Name Description
16026.1 a.Series 19044 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and
Mullion non-impact window products in Masonry or Wood Openings
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16026 R1 II Inst 1601.6.1.Ddf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant,Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 16026.1 for Design Pressure Ratings,any FL16026 R1 AE Eval 16026.1.Ddf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
16026.2 �bSeFrie's 19044 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and non-impact window products in Masonry or Wood Openings
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16026 Rl II Inst 16026.2.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 16026.2 for Design Pressure Ratings,any FL16026 R1 AE Eval 16026.2.Ddf
additional use limitations,installation instructions and Created by'Independent Third Party:Yes
product particulars.
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Contact Us::1940 North Monroe Street,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-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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under
Chapter 455,F.S.,please click here
Product Approval Accepts:
U FOR _'__A M
--,ccuritvmi"i',i,--,
https://www.floridabu ilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 8/12/2015
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Cenificate of Authorization No.9813
Product Evaluation / / I l
I/ / / /
Product Sub Category Manufacturer Product Name
Category
Soft-Lite LLC
&L7,
llons 10250 Philipp Parkway 19044 Aluminum Mullion
Streetsboro,OH 44241
Phone 330.528.3400
Scope: This is a Product Evaluation report issued by R W Buil ng Consu tants,Inc.and Lyndon F.Schmidt,P.E.(System ID#
1998)for Soft-Lite LLC based on Rule Chapter No.61G20-3,Method 1D of the State of Florida Product Approval,
Department of Business&Professional Regulation.
RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements
including the"High Velocity Hurricane Zone".
2. When used in the"HVHZ",this product(if mulled together with"HVHZ"impact rated windows),complies with Section 1609.1.2 of the
FBC and does not require an impact resistant covering.
3. Wood bucks by others,must be anchored properly to transfer loads to the structure and be reviewed by the Building Official.
4. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product
approval. The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as specified using this
approval or the design pressure rating of the individual glazing products used.
5. Anchoring of each glazing product to the mullion shall be as shown in this drawing or as shown in each individual glazing product
approval,whichever is more stringent.
6. Mullion anchor embedment to base material shall be beyond wall dressing or stucco.
7. Any conditions not covered in this evaluation are subject to separate engineering evaluation.
8. Aluminum components,including fasteners,shall meet the requirements of Section 2003 of the FBC.
9. See drawing FL-16026.2 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Test Laboratory Signed&Sealed by
B1382.01-501-18 TAS 201,202&203-94 Architectural Testing,Inc. Michael D.Stremmel,P.E.
2. Drawing No. Prepared by Signed&Sealed by
No.FL-16026.2 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
3. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E.
Mullions(per FBC 1710.5.3) RW Building Consultants,Inc.(CA#9813) ::; Lyndon F.Schmidt,P.E.
4. Quality Assurance
Certificate of Participation issued by Farabaugh Engineering and Testing, a
Inc.,certifying that Soft-Lite LLC is manufacturing products within a quality
assurance program that complies with ISO/IEC 17020 and Guide 53.
a ,r
Lyndon F.Schmidt,P.E.
y " "3 < °., '-;' ;> FL PE No.43409
o.. '°L= e 1/21/2015
Sheet 1ofl ¢06
aCga ��'a
So
�r; 125'MAX.OVERALL FRAME WIDTH IN
���,J�
LLI
1"MUON
gg.Qui n
@'Windows
67'MAX.SINGLE 67'MAX.SINGLE : o a:1':_e^UNIT FRAME WIDTH UNR FRAME WIDTH p::. �'���
u •., :' -0.0;n�n
Rrirlging tfucTlifl• to light ���ii Oma• »n°�
10250 Philipp Parkway / / ��!/f1 111 `.�� Z 6;6
Streetsboro,Ohio 44241 //� �� a n Z
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Y V RZS
i t Em z m a
Na 9 La
\da.
m14
19044 ALUMINUM MULLION _ ' Z° E az
zF
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g _Wz
GENERAL NOTES
1. This product has been evaluated and'ts in compliance with the 5th Edition(2014)Florida N wv
Building Code(FBC)structure!requirements,including the"High Velocity Hurricane Zone" 3 a a c
e (HVHZ). SASH NOT o a y
$ SHOWN
FOR CLARITY MULLED TWIN WINDOW UNITS SHOWN C) a �a
2 When used in the"HVHZ',this product(if mulled together with"HVHZ'impact rated windows), a a
L2
with Section 1609.1.2�of the FBC and does not require an impact resistant covering. (Multiples also approved)
u)
m
ry
$ 3. Wood bucks by others,must be anchored properly to transfer loads to the structure an e
m
reviewed by the Building Official. - - �,�_. , , DESIGxPRF45utj✓<(�'sf)�, �� ;? .� 4
4. Separate product approvals for each glazing product used with these mullions must be tw. lit UslFwltifE tYfrilFt
submitted along With this mullion product approval.The design pressure rating of the 36 ti -04" 4iu, ,A6 46. ,_iU ,NOR gift
assembly shall be the lesser of the load capacity of the mulfion as specified using this V9a° .. 50 48 46 44 42 40 39 38 37 36 35 35 34 34 wQz
g
approval or the design pressure rating of the individual glazing products used. N
68" 52 50 48 46 44 42 41 40 39 38 1 37 36 36 35
g 5. Anchoring of each glazing product to the mullion shall be as shown in this drawing or as T eb :'' 55 53 50 48 46 45 43 42 41 40 39 38 37 37
shown in each individual glazing product approval,whichever is more stringent.
58 55 53 51 49 47 45 44 43 42 41 40 39 39 0
6. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. It2" 62 59 56 54 52 51 49 1 48 46 45 44 43 42 42
i
7. Any conditions not covered in this evaluation are subject to separate engineering 65 62 59 57 55 54 52 51 49 48 47 1 46 1 46 45 Q
evaluation. r �8" 69 66 63 61 59 57 55 54 52 51 50 SO 49 48 — m
73 70 67 65 63 61 59 58 56 55 54 53 52 52 —0
8. Aluminum components,including fasteners,shall meet the requirements of Section 2003 of
the FBC. 74'_-; 75 75 71 69 67 65 63 62 60 59 58 57 56 56 �� 10/16 12 :
7Y <' 75 75 75 74 72 70 68 66 65 63 62 62 61 60
SCALE:
TABLE OF CONTENTS 5
sxEtTtr DESCRIPTION 75 75 75 75 75 75 73 71 70 69 67 66 65 65 LFS a
I Typical elevations,design pressures&general notes 4B 75 75 75 75 75 75 75 75 74 74 73 72 71 70 eRnwMC eo.:
s 2 Mullion details&cross sections ro
-Ma FL-16026.2
66. 75 75 75 75 75 75 75 75 75 75 75 75 75 75 ro
sHEEr 1 oF 2
G
d
OS Shown with SoftA to ``����t.,,•�* i���''''Q`.'
fixed casement frame under
separate approval. #10 X 5/8'PPH SMS
(4 each bracket)
�'
a fs Y �flY.4j ? �.:'� �
Q
0.125"— n � �i� '•........ `�� c o m m
X1..46 o dm o
n z
N•;
0.722" � a a •i d
0.472^ gu g 9 m c w
I I 0.125' o o � �� �dtm UWJ
1" 5 v:o m`a
E 0
n r11 HORIZONTAL CROSS SECTION '
C:5 C4 MUWON11044 4 anchor clip
P
606&75 ALUM.
(4)Mullion Bracket anchors
required into substrate zo
(See ANCHOR SCHEDULE)
2.75' J (nzz
Refer to separate window approval for quantity,location aF
5S &sae of anchors required to fasten window frame to mullion. M J �
At a minimum,use#10 PPH Self-drilfng SMS located 6'from T ? m
ANCHORBRACKtT 18102 T zv
4 6063 T5 ALUM each end and spaced 18"max.o.c. (o min.of 3 threads N o 0
must protrude through the mullion face). < ��
U O O
J �
RTU O ¢
¢ Q
a a
WINDOW UNIT NOT a o
i
MULLION(19044)—1 SHOWN FOR CLARITY <
0
HORIZONTAL CROSS SECTION o Z
#10 X 5/8 PPH SMS w o
e m ANCHOR BRACKET(18102) 2 through mutton = n
0 1 ~ ?i
I 6 1 0
1+,u�oN-aNcNOROPAC"rnNCFroescT�oure =N CL
a = :tFtelroe ufrAW_ "
#12 PFH WOOD SCREW mQ
ssx^S�D-�v r- 1 I/TMIN I MIN. 1 I/T•MM. m
vSUBSTRATE (4)Anchors required into substrate irvp=' U4 DIA PRI —z °
® (See ANCHOR SCHEDULE) :cotacRE1E ITW BUILDIX TAPCON� 1-1/'V IN. 2-1/T MIN. 17/4 MIN. M7E:10/7 6 12 z
�31ANCHORBRACKET DETAIL �'� Sckr, N.T.S. °
�.S.s�;12-14HWHHILTIKWIK-RD( A-11.0F]T11— Dwc.er: JK 3
€ #10X5/8"PPHSMS Z x S SFIFDRIWNGSCREW sHAU PRorRweTHaoucH 1'MIN. 1-I/2'MM.
(2 EACH FACE) �' 3
d O .,
5 WOOD FRAMING IS.G.>=0.551 DRAVANG N0:S( N
BRACKET-TO-MULLION DETAIL CONCRETE CONFORMING TO ACI 301(3,000 PSI MIN.)OR HOLLOW BLOCK CONFORMING TO ASTM C90 FL-16026.2
.0 STEEL CONFORMING TO ASTM A653,16 GA..0.060'MIN.THICKNESS(FY=33,000 PSI.W=45A00 PSI)
n SHEET 2 or 2 9
V
a
7/5/2015 Florida Building Code Online
I mm
0pda Oepaqmentq BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I BCIS Site Map Links 3 Search
Busines %
Professi (,rral
ahjt-�� � ser
�s R p°611AParova'
Regulation
Product Aooroval Menu>Product or Application Search>Application Lis[>Application Detail
FL# FL16177-R1
Application Type Revision
Code Version 2014
Application Status Approved A�K O 2(�9e
PER�y71TT1,NG
Comments
CArchived St. Lucie County, FL
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922
koss@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 ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory L2nH:o
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
y: Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 RS COI EvalReo CWS-812B(SH-8100. IMP. NoSillAnch).Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE\/XQwtDgvyf4ngAXh10y8QtjDbm BI PjuPdYuGeM 3yYul882°/a2bJrewp/`3d%3d 1/2
7/5/2015 Florida Building Code Online
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/14/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16177 RI II CWS-8128 (SH-8100. IMP. NoSillAnch).Ddf
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:SH-8100 PVC Impact, no sill anchors required. Safety FL16177 P1 AE DuPont PVB NOA 13-0129 27.Ddf
glazing required on outer lite above 30 ft. in HVHZ. Glass FL16177 R1 AE EvalRep CWS-812B(SH-8100, IMP.
complies to ASTM E1300-04. NoSillAnch).Ddf
FL16177 RI AE Quanex (Mikron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
aaa>k :aunt
Contact Us:: 1940 North Monroe Street,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-records 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 dick here.
Product Approval Accepts:
SrCUillyll tT1#t4'.Y"
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBIPjuPdYuGeM3yYul882%2bJrew*/`3d`/`3d 2/2
URNER1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. 429779
Evaluation Report 812B
April 18,2015
Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 51 7/8"x 61 3/4"unit size,
+/-70 PSF,no anchors in sill
Manufacturer: Custom Window Systems, Inc. 1900 SW 44°i Ave,Ocala, FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5`n
Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A.Turner, P.E., at 1239 Jabara Ave.,North Port, FL
2) Approval drawing CWS-81213, signed and sealed by Lucas A.Turner, P.E.
3) Test Report NCTL-210-3815-1A,-2, and-2A,by National Certified Testing Laboratories,
Orlando, FL, signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201/202/203-
94, ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-81213.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS-
812B
• Is impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered
required above 30 ft in HVHZ) —Air-5/16 Laminated(1/8Ann-.090PVB-1/8Ann) inboard lite
• Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.27,
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02,
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5`n Ed. (2014)Florida Building Code for use in this
product.
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.
,�+tt4�tti�errap�,
a`k1� pt,,C1 Eta i4.f r,4,
! . No 5,3201 ;-P 'Z S25-
4W
4/18/2015
t d Lucas A. Turner,P.E.
' 'TAT �* ` FL PE#58201
GENERAL NOTES: `(///���'//,,/����,,\rtv/�/3�///�//y1•
SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
531/8'MAX.OVERALL FLANGE WIDTH 8100 PVC
3.CONFIGURATIONS:"O/X".
78 AX.UN T WIDTH SINGLE HUNG
4711/16"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ,2 N
INFILTRATION TEST PRESSURE AND GLASS TABLES
-- -- - ASTM E-1300-04. o °D
63" _ __ __ I _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o
MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Y F-
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m m
FLANGE ANCHOR CALCULATIONS.
HEIGHT
O U ^ Z
B I B 2613116- 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE m O
GLOSS NOT REQUIRED, c `" Ln
N W Z W
I
I
I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O ¢
MAX.61 " I I USED AT FIXED MEETING RAIL AND JAMB. o a
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. ¢UNIT 0 v
U)
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: � ¢ o
X=OPERABLE SASH,0=FIXED SASH -,
¢ O
30 3116" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Z
SASH `, I GLASS LOCATION. 1+0% 40RE�!4'll,�
HEIGHT X DLO +� _ P,........ T �i
6 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. ;+`JGp�.��GE NSF GQr� '
No 58201 -P
;Q,:
I
-- -- - 1'S1O: STATE OF :4�it
1.6 A
451/16 z�
GLASS DLO
48 3/8' 4/11/2015
MAX SASH WIDTH LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS....., DESIGN PRESSURE BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING
SECTION VIEWS.................................3 RATING DWG k: REV.:
EXTRUSIONS&B.O.M........................4
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: B
INSTALLATION DETAILS....................6 SHEET
1:15 1 OF6
WINDOW SYSTEMIS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
8100 PVC
SINGLE HUNG
IMPACT
In N
O � O
Y
7/8'OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS
Lu m m
1/8'ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED U)
U N Z
7116'AIRSPACE 7/16"AIRSPACE m o O
N (n
5/16'LAMINATED GLASS 5/16'LAMINATED GLASS
1/8'ANNEALED 1/8"ANNEALED a O ir
.090'PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT n.
W Z
1/8'ANNEALED 1/8'ANNEALED p 0 U)
DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL ¢ I
U.
4 PURFECT GLAZE'H"OR SIKAFLEX 552 4 PURFECT GLAZE"H'OR SIKAFLEX 552 m ¢ O
14 112'GLASS BITE 14 J 1/2'GLASS BITE ��%%5 . pREW
�! . p•. 'GENS .'P
48 48 J�,• •�, �• :•�
v: No 519201
0 S13 . STATE OF :4c/
c%0R1�P'•��:�,
/ONA�
SASH LITE 4/11/2015
FIXED LITE
LUCAS A.TURNER,P.E.
FL PE 1158201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
BAT 06/18/12
DWG4: REV.:
CWS-812 B
SCALE: SHEET
1:1 20F6
INTERIOR
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWs.CC
45 3 53 1 381 3 3 4 45
8100 PVC
D D ® SINGLE HUNG
IMPACT
o -
N
W
1 D
O
3 14 54 14 65 66 63 19 4 w m m
SECTION B-B cn
U N Z
5a NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, LL o
RIGHT SIDE SHOWS SASH SECTION VIEW.
Ir w
N ❑ Z
W
W a: O
a L 4
❑
14 39 < O U
40 to W
7 8 ¢
t 3 INTERIOR m ¢ O
ORE9
6 e ���Py•NO 5820114 '�:•�1�
535 10
'9 STATE OF :11/:
66
62 3 z�
3 3 4/11/2015
18 6
LUCAS A.TURNER,P.E.
2 4 FL PE#58201
3 1239 JABARA AVE.
30 NORTH PORT,FL 34288
PH.941-380-1574
0 - SHEET DESCRIPTION:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
BAT 06/18/12
DWG#: REV,:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 B
20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET
12 3OF6
PARTS LIST FRAME CORNER ��
ITEM PART 1 DESCRIPTION VENDOR MATERIAL CONSTRUCTION �jm-�/af/Q
1 H3031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl 31/e' uuv Lp���l-�
2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl 1 15/16 WINDOW SYSTEMS
3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl 1 �- -23/16' 1900 SW 44TH AVE.
4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl 2 T OCALA,FLORIDA 34474
I 8 WWW.CWS.CC
6 S-1577 Impact Hook Keymark Alum a 10
r F
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16' 1 5/8' n 1 5/8'
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16' L� 1/16' 81 UU PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl O 101 1/16' CORNER WELD
(ALL SIDES) SINGLE HUNG
12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl 1:8
13 S-1498 Reinf.S.B.R./S.S.R IMPACT
14 5-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027
18 S-6013 Scrn.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl i2 cu
19 S3014 Scm.Adapt.,PVC,Vert. Mikron Vinyl ui
1 1/2" o
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 o
23 H-1699 Reinforcement,SBR Keymark Alum 7/8' 1 3/16' o o
71
24 P-2190 Balance BSI 9/16' 1 ¢ }
25 P-3059 Sash Cam,PVC BSI Plastic 1/76
26 P3046 Take Out Clip BSI SS FIXED MEETING RAIL w ED D] (A
1 5/8' 2 1/8' 1/16'
27 P-3783 Lock,Impact,PVC Interlock I SCREWEDOU TOGETHER ER WITH m N Z
P 1/76' ill— OUTERFRAME LL O
FME
28 P-4069 Keeper,impact,PVC Interlock Zamac 1:8 v in
REINF,IMPACT HOOK-1112 0
30 P3215 Weep Cover w/Flap Gaer Plastic Z w
32 1 P3429 IWstp.,0.270 x.187 back FinSeal,Gray Ullrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel ao G a
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16' 9/76' F z v
39 P 40512#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/p 1 1/8' 5/16 1 t/8' o 0 w
40 P -3342#8 x 3/4 al PH w/#6 Head,TEK,Wht. Hub City Steel 0 . ¢ o
44 P-3342 Seam Sealer,SM-5504 Schnee 7/8' 18 1 5/16' 19IL I
45 P-3752 Cap Plug,1/2"Hole M&M Nylon 1/16 oas r 1/1s °7 ¢ z
fns j_
48 P-347 352 Set.Blk 8 Sikaflex585 Dur.52 or ,1/8I xGlaze 2 Lg. Si F.Lowe el Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 PNOREI���T�i��
51 P-3881 Temporary Lbl.(NFRC/DP)
52 P-3613 CWS Lbl.(logo) Pro Label 5/8- '-j '•ice'
53 Sash SEE SHEET 2 GLASS 3/4 3/4 1/a I- y: No 58201 :P
3/16'
54 Fixed SEE SHEET 2 GLASS T 3 9 14 =#
56 P-3281 Spacer Duraseal '`�L 13 15/16 1/16' 1" 7/8'
1lt6' j "9=. STATE OF +'
62 P-3218 Screen Frame,Horz. Allmetal Alum 1/16 }— j— '0x',•F ��
63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.RJS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 i�F•'. R �•G�=`,
64 P-3321 Screen
stic
65 P-3581 Screen Cloth,Frame Comer F Allmetal
x 16 berglass Bet ervue Fiberglass
66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl z�
67 P-3029 Screen Pull Tab Summit Alum
4/11/2015
68 P3033 Screen Spring,SS FL Screen SS
70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rail Keymark Alum 0 3/15• FL PE#582011239 JABARA AVE.
72 S-6063 Cover,Fixed Rail Mikron Vinyl O
73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574
1 t/2'7 SHEET DESCRIPTION:
LINE ITEMS NOT USED: 5' 3/16
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 6 F�-3' r1 BOM AND EXTRUSIONS
7/8' 1/16' I 0
j SCREW SUPPORT-3113 DRAWN BY: DATE:
IMPACT HOOK BAT 06/18/12
S-1577 DWG N: REV.:
CWS-812 B
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1:2 40176
6-MAX.(TYP.) 17'MAX.O.C.(TY .) 29tEMSM
1900 SW 44TH AVE.
6-MAX.(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I I SEE NOTE 2 8100 PVC
MAX.O.C. 1 1 SINGLE HUNG
(TYP.) IMPACT
J— O INSTALLATION
ANCHOR(TYP.)
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(TYP.) ❑ LL a
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4-(TYP.) NO ANCHORS REQUIRED IN SILL ORE 1J,�""le
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ANCHOR LAYOUT-(FLANGE)
N. 58201
NOTES: Z Q: STATE OF :�44f
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. i�f� O R 1 O
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 'y
&10
t1?�``
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,S E T 4/11/2015
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.
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 AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:
BAT 06/18/12
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. DWG u: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-812 B
9.SEALING AND FLASHING STRATEGIES.FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:15 5 OF 6
TYPICAL HEAD ANCHORAGE
MIN.EMBEDMENT 99tEMSM
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
114'MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS WWW.CWS.CC
EE TABLE 1
MIN.EMBEDMENT �+
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8�OO PVC
BY INSTALLER SEE TABLE 1
INSIDE AND OUT SINGLE HUNG
0 INSTALLATION ANCHOR
SEALANT BEHIND SEE TABLE 1 IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
�2 a
o � � w
o F
o � o
PERIMETER SEALANT
BYNSTALLER ¢ r
INSTALLATION ANCHOR INSIDE AND OUT W m m
SEE TABLE 1 SEALANT BEHIND
FLANGE BY INSTALLER LL ZO
CONTINUOUS DOUBLE 3/16'BEADS OF / c HORIZONTAL SECTION N o Z
TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE ¢ ¢ 0
PERIMETER AT ALL INDICATED POINTS
BETWEEN FRAME AND BUCK BY INSTALLER. o a
LL
114'MAX.SHIM p cn
SEALANT BEHIND ¢ O
FLANGE BY INSTALLER
m ¢ O
PERIMETER MIN. z
BY NSTAL ER SEALANT SEE TABLE EMBEDMENT ��p10REW 'Flli
INSIDE AND OUT 40:1 P,.••••"•
SUBSTRATE BY OTHERS---/ No 59201 �-P f
SEE TABLE 1 MIN.EDGE DIST. *• * "'F
SEE TABLE 1
I1 �q1 VERTICAL SECTION STATE OF (U+'
I 6 TYPICAL SILL ANCHORAGE '��O'n••.�( p`;: ��
c� •,ORI
NA�EGA.
O 4/2015
TABLE 1:APPROVED INSTALLATION FASTENEW LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE IN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
CONCRETE 2.0 KSI MIN. 3/16"ITW TAPCON 1.1/2^ 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
( ) BY INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU "117 PCF MIN.) 3116RW TAPCON 1° 2^ INSIDE AND OUT
( PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1' 1" �C1 HORIZONTAL SECTION SHEET DESCRIPTION:
6 BOX FRAME INSTALLATION
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-112" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3/16"ITW TAPCON INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) 1-318" 7/8°
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD BAT 06/18/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16^ 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. CWS-812 B
118•STEEL 33 KSI MIN. DRILLING SCREW THRU 0.125" 7116" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE
( ) SHOWN FOR FLANGE WINDOWS. SHEET
1:2 60F6