2116 Lili Petal Ct 17-1642; WINDOWS & DOOR REPLACEMENTCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: / 9 - A0 7'
Y.-L ` Documented Construction Value: $ 5,900
Job Address: 2116 LILI PETAL CT SANFORD, FL 32771 Historic District: Yes Nog
Parcel ID: 32-19-31-520-0000-0400 Residential 9 Commercial
Type of Work: New Addition Alteration Repair 9 Demo Change of Use Move
Description of Work: REPLACE 4 WINDOWS NON -IMPACT, SIZE FOR SIZE,
Plan Review Contact Person: LINA Title: PERMIT MANAGER
Phone: 954-7924415x243 Fax: 407-4728380 Email: permits@fhaproducts.com
Property Owner Information %'
Name JONES ST CLAIR N & EVADNE M Phone: Zl- 2T—
Street: 2116 LILI PETAL CT Resident of property?
City, State Zip: SANFORD, FL 32771
Contractor Information
OWNER
Name FLORIDA HOME -IMPROVEMENT ASSOC. Phone: 954-7924415
Street: 3o44 SW 42 ST Fax: 407-4728380
City, State Zip: HOLLYWOOD, FL. 33312 State License No.: CGC061890
Architect/Engineer Information
Name: N/A Phone:
Street: N/A Fax: N
City, St, Zip: N/A E-mail:
Bonding Company:
Address: N/A
N/A
N/A
Mortgage Lender: N/A
Address: N/A
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAVING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction d
in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51' Edition (2014) Florida Building Cod
Revised: June 30, 2015 Permit Application S,
NOTICE: in addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance wit plicable laws regulating construction and zoning.
Signatti a of Owner A ent U Date Signat r t Date
Print thvner/Agent' ' e p
P1 Print Contrsctor! g t' Name
tNPMP ts to °tFg6
d
O NA stake o Ftoti a55
02 Sta 5
Si a of o tate of Florida nyu—t
0 232 °•
ature to ofpub e ' OG OZ485 020 uaue,
B4AN° ts5tp0 t(es eC \atY P55 : icy Fuel c m g510t1 pec 23 Z [\ ,, tom m
Exp ito atN° ¢:° .. C0m Expires Nota+Y pss m • Na _ °mm • N nay Z MYt;°btp° e`e MY 0 otpro 9h auo of Owner/
Agent
is X% Person own to Me or Contractor/Agent is ersonally Known to Me or Produced ID
Type of ID Produced ID Type of ID BELOW IS
FOR OFFICE USE ONLY Permits Required:
Building 91/ Electrical Mechanical Plumbing Gas[] Roof Construction Type:
Occupancy Use: Flood Zone: Total Sq
Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction:
Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler
Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING:
UTILITIES: WASTE WATER: ENGINEERING: FIRE:
BUILDING: 5r (.-r. - COIMII MNTS:
Revised: June
30, 2015 Permit Application
SCPA Parcel View: 32-19-31-520-0000-0400 Page 1 of 2
Property Record Card
f
emu6' Parcel: 32-19-31-520-0000-0400
Owner: JONES ST CLAIR N & EVADNE M
E no+o t Wurrty. ttt au+
Property Address: 2116 LILI PETAL CT SANFORD, FL 32771
Parcel Information ' Value Summary
Parcel 32-19-31-520-0000-0400
Owner JONES ST CLAIR N & EVADNE M
Property Address 2116 LILI PETAL CT SANFORD, FL 32771
Mailing 2116 LILT PETAL CT SANFORD, FL 32773
Subdivision Name TUSCA PLACE NORTH
Tax District S1-SANFORD
DOR Use Code 01-SINGLE FAMILY
Exemptions 00-HOMESTEAD(2009)
a
III
County
2017 Working
Values
2016 Certified
Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 145,783 128,581
Depreciated EXFT Value
Land Value (Market) 33,000 28,000
Land Value Ag
Just/Market Value ** 178,783 156,581
Portability Adj
Save Our Homes Adj 31,918 12,737
Amendment 1 Adj
P&G Adj 0 0
Assessed Value 146,865 143,844
Tax Amount without SOH: $2,325.00
2016 Tax Bill Amount $2,070.00
Tax Estimator
Save Our Homes Savings: $255.00
Does NOT INCLUDE Non Ad Valorem Assessments
http://parceldetail. scpafl.org/ParcelDetaillnfo.aspx?PID=32193152000000400 5/22/2017
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4
THIS INSTRUMENT PREPARED BY. -
Name: BARBARA ESPARZA
Address: FLORIDA HOME IMPROVEMENT ASSOC.
8034 St INPORT DR_ t#401. ORLANDO. FL 328
State of Florida
County of Seminole
Permit Number: Parcel ID Number.
GRANT MALOY, SEMINOLE COUNTY
CLERK OF CIRCUIT COURT t, COMPTROLLER
BK 8925 Pg 1800 (1Pss)
CLERK'S T 2017055602
RECORDED 06/05/2017 12:10:28 P11
RECORDING FEES $10.00
RECORDED BY tsmith
32-19-31-520-0000-0400
The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of CommencemerrL
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
GENERAL DESCRIPTION OF IMPROVEMENT:
WINDOWS
OWNER INFORMATION:
Name: JONES ST CLAIR N & EVADNE M
Address: 2116 LILI PETAL CT SANFORD, FL 32771
Fee Simple Title Holder (if other than owner) Name: n/a
Address: 11/a
CONTRACTOR:
9mo• FLORIDA HOME IMPROVEMENT ASSOC.
Address: 3044 SW 42 ST. HOLLYWOOD, FL. 33312
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 113.13(1)(b), Florida Statutes.
Name: n/a
Address: n/a
In addition to himself, Owner Designates Na of
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Data of Notice of Commencement (The expiration data Is 1 year from data of recording unless a
different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
to the best y know ge and belief.
0 la(-'
er' Signature Owners Printed Nam
Florlds Statute 713.13(1 ):' The owner slot the notice of commenoement and no one else may be permitted to sign In his or her steel'
State of County of nl)
The foregoing instrument was acknowledged before me this _D-L day of IA'k2011 V ,
YJ Who is personally known to m8"rE•tlu J' 4. byST La t r C, / y
Name
of persm makknp statement `Mi`4 j" `t
OR
who has produced Identification type of identification produced: jet%
a
CAaa Y public —INEe o1CFloAda NO
a24855 Q. N Commission
Notary Signature MY
Comm. Expires De23, Wall p><sn. as ; Bonded
1h1W9h ylionai r01#1r
V
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
I hereby name and appoint: LUIS COLLAZO / ;/,shli k 4gr
an agent of: FLORIDA HOME IMPROVEMENT ASSOC.
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and application for work located at:
2116 LILT PETAL CT SANFORD. FL 32771
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: WAYNE T. BURNETT
State License Number: CGC061890
Signature of License H
STATE OF FLORIDA
COUNTY OFy,iiln C.
The foregoing instrument was acknowledged before me this day of
20-4- , by WAYNE T. BURNETT who is k personally known
to me or o who has produced /"
identification and who did (did not) taV--a t_ oat .
Signature
Notary Seal)
Print or type
Notary Public - State of
Commission _No. rot G-
My Commission Expires:
Rev.08.12)
as
C4`p10
a paZ1l1Ee F i486Clka01NGG,p24g5 Spatta
Y pu0lic ' 3 o M.
aaco,+ N t i9aE piges ag t 1 p tn•
RECORD COPY
D` City of Sanford
a Building and Fire Prevention
Product Approval Specification Form
J DING
17-1042
Permit #
Project Location Address GI I
SA FpFtO
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuildinq.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors SANPQRD BUi DIN DIVISION
Swinging REVIEWED POR CODE COMPCOMPIJANICE A PERMIT ISSUED SHALL BE CONSTRUED T Sliding
LICENSE TO PROCEED WITH THE WORK AND NOT AS Sectional
PtANS
ANER 'SI41 -DE ANY OF THE PROW 31ONS OF THE TECHNICAL Roll
U DAT L
ISSUA CE OF A PERMIT PREVENT Automatic
REQUIRING A CORRECTION OF ERRORS IN PLANS Other
LATIONS OF THIS CODE 2.
Windows Single
Hung CWS Oqi. Horizontal
Slider 2. I Casement
Double
Hun Fixed
Awning
Pass
Through Projected
Mullions
C k 5 I Wind
Breaker Dual
Action Other
June
2014 1
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits
Storefronts`
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signatu
Applicant's Name WAYNE T. BURNETT
Please Print)
June 2014
TTIM-23"a"Mi
M a
a s ,xzw r a MEASi3RE DATE
5/26I201 i
Florida Building Code Online Pagel of 3
Submit surcharge Stats & Fads ;iX Tsar
Product Abn wyal Menu > jy r p3irainn Search > Q gjl tigII.j l: > pticadasr 6etaii
FL # FL4091-R7
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 Ext291
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 Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
W 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. Urieh, PE
W. Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
E N i .-9 CGI
Strswidard
AAMA/ W D MA/CSA/ 101/l. S.2/A440-0 S
AAMA/ W DMA/CSA/ 101/I. S.2/A440-08
ASTM E1300-04
PA TAS 202
YM
2005
2008
2004
1994
http: //tivww.floridabuilding. org/pr/pr_app_dtl.a spx?param=wGEVXQwtDquz931%2b4-5fa... 6/24/2015
Florida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/09/2015
Date Validated 04/21/2015
Date Pending FSC Approval 04/25/2015
Date Approved 06/22/2015
L modal Nurnher orName Description 4091A
SH-810Q 8100 Vinyl Flange/Fin Frame Single Hung Limits
of Use Approved
for Use In HVHZ-. No Approved
for use outside HVHZi Yes Impact
Resistant„ No Design
Pressure; +50/-50 Other.,
SH-8100, Max. size 53.125" x 76". Glass compiles with
ASTM E1300-04. I Installation
Instructions Fi,
4091 R7 Il t -154F...(SN- C NI)cif Verified
By: Lucas A. Turner 58201 Created
by Independent Third Party: Yes Evaluation
Reports EL4091
R7 AlEvakep CWL,t54E (SH-810Q Ni) 2df Created by
Independent Third Party: Yes 4031.2
SPA-8100 SH-6100 Vinyl Singie Hung, Non -impact. Limits of
Use Installation Instructions — Approved for
use in NVHZ- Yes Approved for
use outside HVHZ, Yes Impact Resistant:
No Design pressure:
N/A Others SH-
8100 Vinyl Single Hung, OX, Max, size 52" x 71", See
installation dwgs, for DP. Class complies with ASTM PL40a 1
f%7 2i_ Y g i SHm 1 d ° d Verified By:
Lucas A, Turner 58201 Created by
independent Third Party: Yes Evaluation Reports
F 0al
R7 A Fv I gp ("NIS-4$58 [5H-I3SI10 Sax7i i}.pdf
E130-04,
F AE uan x cn N Q'i7 02..df Created by
Independent Third Party: Yes 4091.3
St1-8100 Continuous Head & Sill SH-8100 Vinyl Single Hung, Continuous Head & Sill, Non - Impact. Limits
of
Use Installations Instructions Approved for
use in HVHZ.' No FL4O 1 7 II t:.WS-4423 ; 1.ii1 iS,-74yr ContHdSl Approved for
use outside HVHZ: Yes MI-12 Impact Resistant:
No Verified By: Lucas A. Turner 58201 Design pressure:
N/A Created by Independent Third Party: Yes Other: SH-
8100 Cont, Hd. & Sill, Max. size 72 7/8" x 61 Evaluation Reports 3/4',
DP +67.5/-10 psf. Glass complies witls ASTM E1300- F'L4Q R7 AE Eu-IR CVVS-442t3 ... P1.00, 74xf 04. LggI
HdSIx_NI Created by
Independent Third Party: Yes 4091.4
SH-8100 Continuous Had & Sill SH-8100 Vinyl Single Hung, Cont. Head & Sill, Non. -Impact. Limits of
Use Installation Instructions Approved for
use In HVHZ. No Approved for
use outside IIVIIZ., Yes FL4 i
11 ' -`H3 3- j -_ -artF4 4l Impact Resistant,
No Verified By; Lucas A. Turner 58201 Design Pressure:
N/A Other. SH-
8100 Cont, Hd. & Sill, Max. size 74 1/8" x 72", Created by
Independent Third Party: Yes Evaluation Reports
see chart
Uri installation dwgs. far I)P. Gass cam?Iles with ASTM 61300-
04. 4G 1
R7 ..._FvalRela._Ci 1.S 42 SN 41.(j0, 74x72, Pttf Sl.
3,DdT pp Created
by Independent Third Party: Yes 4091.5
SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/ HD Meet. Rail Limits of
Use Installation Instructions Approved for
use In HVHZ: No Approved for
use outside HVHZ., Yes tt, 39,
R7JLCYVS-243C (SH f3100. 52xg6. Nr) p¢ Verified By:
Lucas A. Turner 58201 Impact Resistant.
No Design Pressure. +
60/-60 Created by
Independent Third Party: Yes Evaluation Reports
Othen SH-
8100, Max. size 52" x 96", Oriel, Class complies with ASTM
E1.300-04, F14 91
R7 AF F l eQ Cw'--1 jr `SH1 , 300 2i q Created by
Independent Third Party: Yes httpJ/wow,.
oridabuilding.orglprIpT_apP_dtl.aspx?parwn=wGEVXQwtDquz 3 % b g5fa... 6, 24/201 S
Florida Building Code Online Page 3 of 3
The State of Florida is an WEED employer. COovriahi 2i367-2i`t 3 Sfxtp of Florkfa.:: Pri. uaty„ S`t_atwmanY
Under Florida law, email addresses are public records. 1f you do not want your e-ma(I address released in response to a public -records regoest, do not send
electronic mail to this entity. instead, contact the office by phone or by traditional mail. 1f 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.5, must provide the Department with an email address It
they have one. The emaits provided may be used for official communication with the licensee, However email addresses are public record. It 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. 7o determine If you are a licensee under
Chapter 455, F,S., please click .
Product Approval AomplA.
SL'Ca1Ti12"v{t [fr rt'4
http://www.floridabuilding.org/pr/pr_app_d.tl.aspx?param=wGEVXQwtDquz931%2b4g5fa... 6/24/2015
1239 JabaTa Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 293C
April 3, 2015
Product Description: Series 8100 PVC Single Hung Window, Non Impact, 52" x 96" unit size
Oriel
Manufacturer: Custom Window Systems, Inc. 1900 SW 44th 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 5th Edition (2014) Florida Building Code outside 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-293C, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3 8 09-2 and -2A, from National Certified Testing Laboratories,
Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: AAMA/WDMA/CSA 101/1.5.2/A440-08
4) Supplemental Calculations to support CWS-293C, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS-293C.
Limitations of Use: This product:
May be used in O/X configuration in sizes up to 52" x 96" unit sine Oriel, with max.
glass daylight openings as shown in CWS-293C
Achieves design pressures as indicated in comparative analysis table in CWS-293C
Is non -impact and requires the use of shutters in windborne debris regions
May not be used in the High Velocity Hurricane Zone
Requires glass as shown in CWS-293C
Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-293C
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.
OJIS11110118 .
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0% 1 IDREtV !4 1,
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5,9201 STATF-
OF -'4U 4/3/2015 A'
Lucas A. Turner, P.E. 0
S N 4% ONONA
FL
PE #58201 I "
flmc A T"rnmr 011 #
91JJ3J0 w0j&%JJ f IgARIWAIJ
w--.......... ........
MAX GVEPAU
iFLANGEWIDTH
62' MAX. UNIT WIDTH
47 IS/ W GLASS PLO
MAX
OVERALL y (
I
FLANGEHEIGHT
61 I'18`
g GLASS
96" DU
VAX,
HEIGHT I
E 3
l. .,\77
303M61 ' { MAX, 25 "fS„
SASH txL;15S
H0GI47 D ' PLC)
i I I
t.............. . ::......... .. _ _._... _.....
I — 4
7
i
i GLASS PLO ...
MAX. SASH WIDTH
TABLE OF CONTENTS
GENERAL NOTES 2 ELEVATIONS.....1
GLAZING DETAIL 2
COMPARATIVE ANALYSIS 4
SEC TIONVIEWS t ART, FRAME 4 EXTRUSIONS &
O M...,_.,. 5 ANCHOR
SCHEDULE 3 NOTES S INSTALLATION
DETAILS, _ . ...... 7 CaENEPAL
NCTFl, I €
1
THE PRODUCT SHOWN HEREIN ISDESIGNED AND MANUFACTURED TOCOMPL.
Y WITH THE FLORIDA BUILD€NGOODE (FEC), CURRENT EDITIOKL
1590 SW 44TH AVE. OCALA,
FLORIDA 34474 Z
GLAZING OPTIONS. (SEE SHEET 2) www.CWS.CC E
3,
CONFIGURATIONS:'O,,r, 4.
DESIGN PRESSURE RATING (SEE SHEETS;: j SINGLE
1
PVC ES
NEGATIVEDESIGNLOADSBASEDON, TTED PRESSURE AND OSS
TAS3I.E S ASTM E-1300-04. POSITIVE
DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFI;
TT.A'HON TEST PRESSURE AND GLASS TABLES AE
TMA E 1300-04, k;
5.
ANCHORAGE: THE 33 2 % STRESS INCREASE HAS NOT SEEN USED ilO IN
THE DESIGN OF THIS PRODUCT. SEE SHEET 7 FOR ANCHOR DETAILS.
WINGL3AD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS. 6.
NOT APPROVED FOR 8S#PAC?" 1'E515i:a;44",F. IMPACT P907'EC"ifYE SYSTEM.
IS REOLPRED IN WIND BORNE DEBRIS REGION. I 7.
ALL FRAMES AND VENTS FUI D Y MELDED. SMALL JOINT SEAM, SEALANT USED
AT FIXED MEETING RAIL AND JAMB. 8.
SwRIESf MODES. DESIGNATION SH-8100. 9.
THE DES(GNAT"fs"N X AND O STAND FOR THE FOS.&_OtA+4Nis: X =
OPERABLE SASH, O - FIXED SASH c
ex u. ems@•
10,
SECTION cAL`_csL,Ts APPLY TO ALL ELEVATIONS IN A SIMILAR' X;
ATION. 1
EXTERNAL WEEP SLOT „2" x 2 112' LOCATED 4" FROM BOTH ENDS. 0
CREW X?yi 5
Y
Lucas
A Turner 2015-
04-07 't STATE DF ,'$.u, 13:
10-04:00 e" R
4i3f2015
m
Tmwt MITLUCAS
A, TURNER, P.E. 1 FL
PE # 58201 1239
JANARA AVE. NORTH
PORT, FL 1wMe PH.
941-380-1574 m_............
c5£:
4'iIFTT'ir)N: GENERAL
NOTES AND ELEVATIONS
DWAWN
AAAteU
MOMSMS CWS-283
C Imo, SHEET .....
120 1
OF 7
OVERALL
1.8" kANNEA:-E3
616" Ai:3:;PAGE
1 " E $sWE.4LE 3
SiRAFLEx C4
filPPEC:T GLAZE H.
YV2" GLASS my
GLASS TYPE A
C'VCPALL
yS,8" AMW-ACE.
IN' TEMPERED
i
SPKAFLE:X 652 OR
PUsiFEC:T vL„zE-
L'2°' Gt.A,S$ Ei'PiN
TYPE B
ys.-.._....... I" OVERALL
a'16' ANNEALED
i'Z' AIRSPACE
ANNFAL.Fn
i S!KAF;.F.X 552 OR
PJR-rECTGLAZE-H"
ti2' GLASS MTE
GLASS TYPE C
cmx-jl
GLASS TYPE D
WF OVERALL
Zia" TE:9A PED
9fS°.' AMSiACC
ail6" %MPEiED
dip SIKAFLEX 562 OnPURPECTGLAZE "ri"
arl' Wi, AM WTE
MNDovvsnTEM
900 SW 44TH AVE,
CCALA. PLi7RIDA 34474
w.cws.CC
LUCAS A. TURNER, P,E.
EL PE # W201
1239'ABARA AVE.
NOR-niPORT; R.342BS PH,
94 I-380-1574 GLAZING
DETAILS As
NW— 6-ATCAAJ
07t°t B G : .:........
CWS-
293 I t
EE w
SI?
EEi.. i:
i 2QFY
Design Pressures ?'SF) for Fin or Flange Orin! Configuration voith Sash Glass Type A, 8, C, or D, & Fixed Glass Type as Indicated in Chart
Unit Sash Fixed Unit Widths (in.)
Height (in.) Height (in.) Glass Type 231/2 271/2 291/2 31 1/2 351/2 399 112 41 It2 F-4-3112 47 1/2 52 y lN SYSTEMS
1 No Sw 44TH AVE. 271/2 12
A 60/-90 60/-90 60,1-90 60/-90 60/-90 601-90 601-90 60/-90 601-90 601-90
0, or D 601-90 601-90 60/-90 60/-90 60 / 9-0 601-90 7601-90 W01 -90 601-90
OCALA, FLOArDA 34474
www.cws.cc
29 112 12
A 60/-90 60/-90 601 90 60/-90 60/-90 60/-90 7601-90 60/-90 60/-90 601-90
8, C, Oro 4-601-90 60 / -90 4-60/-90 60/-90 60/-130 60/-90 60/-90 60/-90 601-90 60/-90 8100 Pvc
SINGLE HUNG351/2 12
A 6011-90 601-90 60/-90 60/-90 60/-90 4.60/-90 60/-90 60/-90 60/-89.5 60/-79,8
B, C, or D 60/-90 601-90 601-90 601-90 60/-90 Go / --so 601-90 601-90 60/-90 60/-90 NON -IMPACT
41 1/2 is 3/16
A 601-90 60/-90 601-90 60/-90 601-90 60/-90 601-90 60/-90 601-87.1 60/-75.8
B, C, or 0 601-90 60/-90 60/-90 60/-90 60 1 -90 60/-90 601-90 601-90 60 1-91) 60/-88.8
471/2 15 1116
A 60/-90 60/-90 601-90 60/-90 601-90 60/-90 601-90 60/ M 60/-84.3 60 1 -74.9
B, C. or D 60/-90 60/_90 60/-9 0 601-90 60/-90 601-90 60/-90 60/-90 1 +60/-90 60f-81
53 M 1615/16
A 60/-90
90
601-90 601-90 60/-90 601-90 60/-90 60/-88.5 60 1 -84.7 60/-77.4 60/-71.2 X uJ u.
B, C, or D 6/ 61) 1 -90 60/-90 80/-90 60/-90 60/-90 601-90 60/-90 60 / -M7 60 /-M3 5U.J. 0 Luar m
z5911218718
A 60/-90 60/-90 60/-90 601-90 60/-90 601-84.3 60/-80.5 60/-76,2 60/-70.9 60 1-652 c
B, C, or D 60/-90 60/-90 1 +601-90 60/-90 60/-90 601-90 60 / -90 60/-90 601-81.4 60/-70.9
0
LLI631/2 201,18
A 60/-90 601-90 60 i -90 60/-90 60/-87.1 601-7&7 60/-75 601-72,1 601-66.9 60/-01.2
C, Oro 60/-90 601-90 60/-90 60/-90 601-90 60/-90 60/-90 601-90 601-7912 60/-68.7
er 0
65 112
A 60/-90 601-90 60 j -9020314601-90 60/-84.4 60 1 -76.2 60/-73 601-70.3 601-66 59.1 / -59A
C, or D 60/-90 601-90 60 y -90 60 /_90 60/-90 601-90 60/-90 60/_90 60 / -78.3 60/-67.7
67 11221 X8
A 60 1 -qO 60,'-90 60/-89.3 501-87.9 60/-81.4 60/-74 60/-71 601-68.2 60/-611 57/-57
C, or 60 / -qG 60/-90 60/-90 60/-90 60/-90 601-90 601-90 601-90 60 Y -77.4 60/-66,8
71 112 22 111116
A 601-86,7 60/-84 60/-83.7 60/-82.2 601-77 60/-71 601-68 60/-65 59-31 -59.3 54/-54
B, C, or ID 60/-90 601-90 601-90 60/-90 60/-900 60 / -90 60 (-90 601-88t5 60/-76.1 60 / -6&4 a%% W.DREW
A v, 743/4 2311116
A 601-82.2 601-7819 60/-78.5 W _7S601-78 60 / -71961) 1 -73' E' 60/-68.3 60/ -65.5 601-62A 56,61-56.6 Su / -51 8
6, 0, or D 60/-90 601-90 60/-90 60/-90 ro 90 760 -W 601-90 601-87.4 760 -75.2 601-64.4
fz
No 582CI
dr
F %q-
I.
t" '
V, e,
81 1/2 2513116
A 60 1 -7&8 60/-69.3 601-69.5 60/-691.4 601-67A601C
63A+60
601-62.4 59-31 -59,3 56.4 / -56.4 52/-52 47.2 / -47.2
9, C, or D 60/-83.9 60 1 -8T2 601-83.2 6()/ 60/.83,2 fio60/-83,2 60/-83.2 601-83.2 60/-83.2 760/-734 7551-62-8
LEI 27112
A 60 / -M 1 601-63. 2 60/-63.4 60 / 1 -62,7 5& 1 / -58.1 55.6 / -55.6 53.3 / -SM 491-49 44.6 / -44.6
B, C, or D 601-75.1 6,0 / -73.; 601-73.5 601-73.5 60/-73.5 60 / -715 60/-73.5 60 / -73.5 60/-72.1 60/-61.7
10
96 30 7/16
A 60 1 -63.3 54.2 / -54.2 53.7 / -53,7 54.1 1 52.7 -/52,7 50.7 / -50.7 48.6 4U 44 8 1 -44,8 40.9 / •-40.9
B, C, or D 60 / -M3 60/-60.6 60/-60.1 601.60 60/-60 60 / -w 601-60 60/-60 11 601-60 60 Irm
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE,
NORTH PORT, Ft, 34288
PH. 941-MO-1,574
SHEETDESCRIPTDN
COMPARATIVE ANALYSIS
AAJ 07108108
K- -grw
NDTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE.
CWS-293 c
7__ -
SHEET
30F7
av" Lm' mm"
WO SW 447H AVE,
OCALA, FLORIDA 34474
www'CW&CO
13 (V4
8100 PVC
SINGLE HUNG
NON -IMPACT
i ail— aj
SECTION B-8 . . ....... —
NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW.
iq
Ll
zo, 0
No 58201
m
STATE OF
17_9
LUCAS A. TURNER, P.E.
Ft.. PE 9 58201
1239 JAZARA AVE.
N - TH POST, FL 34288
PH. 941-380-1574
SECTION C-',
ALTERNXTE FIN FRAME
SECTION A -A SECTION VIEWS
Wff
AAJ 0710&08
NOTE: 'TENS NOT SHOW NFOR CLARITY:
outs s:REY7
20,25-26, 34, 36-37,44,51-52,55-56,64, 67-68 CWS-293 C
s c SHEET
1:2 40) F 7
PARTS LIST
Item Pert N 9tscirlption Vender Material
i H 6031 Moin Fr;, SH, w?F1g„ P1fC, Head Mlcan Mmil
2 H-6031 Main Fr., SH, w1Flg,. PVC, 3111 MKon V1nV
3 H-6031 Main Fr., SH wng„ PVC, L, Jb. Mkron Vine{
d H-a031 Ms.(n F", SFt, w?Fl ..PVC, R-Jb. kiRron Unr
5 H 16II1 HoaW Duly, Monet, Rail, Fxd, A'uminurn Keymark Alum
@ H-6027 Sash Meet. Rall, PVC lAksen lln
@ H-1493 Raln!. Sash Meet. Has Keymark Plum
10 14-6051 ISash Bottom Rall, PVC 1>Akron Mr
11 S-P498 Rsln1..S.6.RJS.S.R Kslxraark 41um
12 H-6p04 Saah Sidolroc'Bot. Rail ...— mn 44nyW
3 8-14,18 Rein?. S.8A.A.S.R Kermark Alum
14 S-6064 Giz. Sd„ 7/$',Fxd., Horiz Mkron Vinyl
15 8-6064 GIL Bd., 71&",Fkd- vsri, t,4bron V nyl
16 S-6064 G€z 8d.,718",Saoh, Hodr EAlrcm klnA
17 S-064 C1Z. W, Ng".Sash, Vert. bL on vw,
18 i S-6Q73 Scm.Adapt, wMih, PVC, Horla. kron Vino
18 i S-6014 Scm,Adapt., PIG, Vert i Milron Vin)4
6029 Sash Slop I Fillor, PVG, Vert. j Mitron FANP24#1]Rl-o
99 Relfibrcement, SBR Keymark Plum
Balance BSI
25 P-3059 Sash Cam, Pi•; BSI P astic
26 P-30146 Take OW Clip BBt SS
23 P-3783 Lock, impact, PVC interlock
28 P-4069 Keeper, im pars, PVC interlock Zafrac
30 P-3215 Co!r, wl Flap Gaer Plastic
32 P-3429 Z0% Nfs., 0.27@ x.9 a7 back FinSe&I, G°ay Uliratain
33 P-3429 Wstp., 0,270 x.107 back F1nSeal, Gray U17atab
34 P-3429 W`sln., 0,270 x.187 back RnSeal, Gray Uid°atah
36 P-a429 W59ic., 4.27C x .187 back FlnSeal, G.*ay UIMNb
36 P-3429 Wstv., Q.270 x A 97 back RnSaal, Gray U nfab
37 P-4638 6x2 1?2" Ph. trfdlfed Truss Tyysa ATEK2WFasterial Stec!
38 P-3763 bx@.625PitPHSh0
3H P-4051W e x 1,250 PitFH TEK,'d hi .. Stea4oP-4264 8 x T4 FFi PH w1#6 Head, TEK, Wht. Steal
44 P-3342 Seem Sealer,SVS504
45 P-3752 Cap Plu , 1f2"Hole Nylon
47 P-3438 Sik2Elox552orPurlectGlaze''HI
4II P-3352 SOL Blk.; 86 Dur., 118" x 6f8" x 21' Lg. F. Laws Rubber
5t 04681 TvnpuraryLbl.tNFRCfDPl
52 P-361.3 C Lk>€. (logo) Pm Laktal
53 1 Class Fixed (See Sheet 2)
54
1g-Rl
Glass, Sash {See Sraet 2)
62 Screen Frame, Hod? Allmesx! Alum
63 Somen Frame. Vert. mmew Plum64ScreenFrameCornerKeyAllmgtalPias&c
65 P-3581 Screen Cloth. texts Fiberglass Brifterwe Fiberglass
66 P-8229 9crg6n Sp1€ne; .165 Di&, SM Dana I VlnA
67 P-3029 Screen Pull Tab Summit Plum
66 P-3033 18creen Spring, SS Fl. Srxaan SS
69 H 6£i28 hRain Fr., SH, wiFin., PNX
70-._P-3t13 Screw Support tar PidG'; T.Piaab" M0an
71 S-6077 lGaver, HD 1v4na5ng Rall rhkran mnyl
LINE ITEMS NOT USED:
6-7, 21-22; 29, 31, 41-43, 46, 49-$0, 55-61 NOTE: ALL EXTRUSIONS AR
PVC FRAME FIN
H-6026
2
3
2 19116'
11t6'
PVC FRAM E FLANG E
H-6031
1 tea•..—.w................
PVC SCREEN SUPPORT
S-6014
1
wql
PVC SASH BTM. RAIL_
H•6051
t WIG' ..._
i ii 1116„
PVC SASH SIDE RAIL
H-6004
PVC SCREEN CATCH
S-6013
t
T
3t18`
66
REINF, SASH MTG. RAIL REINF. SBRiSSR
H-1497 S-1496
2, -- -.
X€6"—
qqb.-.....A
i
T.
SCREW SUPPORT
P-3113
ALUMINUM 6063•T6 UNLESS OTHERWISE NOTED.
2 3116" --
l.._
1
i
j Ills"
PVCSASHMTG, RAIL H-
6027 I
15t1II
1?i a" REINF.
SBR H-
1699 13'
9a i
o
PVC
SASH STOP S-
6029 1?
4" ' - 14
y
g" 5 t
PVC
GLAZING BEAD S-
6064 FRAME
COitNER CONSTRUCTION
I
CORNER
MELD ALL
SIDES) 1:
6 i
i
9
FIXED
MEETING RAIL SCREW
ID TOGETHER WITH OUTERFRAME
1:
8 I
J_.......
9ta•
HD
MTG RAIL H-
1681 i
t
xJ!€ ?• 7
PVC
MTG RAIL COVER S•
6077 Rt
643 11- 91900
SW 44TH AVE. FLORIDA
34474 S
11 r
t No 52201 B
STATE
OF 4t31201
B LUCKS
A. TURNER, P.E. FL
PE # 58201 1239
JABARA AVE. NORTH
PORT, FL 34288 PH.
941-380-1574 n :.
1R /' AAJ
07108/08 owu
9: -Ar_4--.-- CWS-
293 C 6CAEE'-
SHEET 1:
2 5OF7
6" MAX, 12" MAX 0.0. (TYP,)
6" MAX, ("FYP.) ---?
4" MAX, (TYR,)
d" MAX, (1'b R',
SEE NCTE. 2
a 6 „ MAX, 0.C.
18" .J
MAX. O.C.
f
e as (-YP)-- ...
8" O.C. riYP)
ANHORS ITYP-i
1 ,
WEET!JR RAi J
T
i
ANCHOR LA)MUT - f FLANGEk ANCHOR LAYCiUT. tFIN)
E
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATQN, BILL ANCHOR SPACING SAME AS HEAD,
2. SHIM AS REC) AT EACH INSTALLATION ANCHOR USING LOAD %=ARING SHIMS. MAX. ALLOWABLE SHIM. STACK TO BE I14", USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMS HALL BECONSTRUCTEDOFHIGHDENSFTYPLASTICORBETTER, WOOD SPIMS ARE NOT ALLOWED,
3. ANCHOR TYPE, S a_E, SPACING AND ETEDMLUT SHALL BE AS SPECIPIEC IN THESE DRAWINGS, SEE TABLE i, SHEET7.
d. ALL INS"ALL,ATd7N ANC40RS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR CCUA'RNG, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUSTBEPROTECTEDTOPREVFNTREAG1"ON.
5. INSTALLATION ANCHORS SHALL BL IN ACCORDANCE WITH ANCHOR MANUFACTUREWS INSTALLATION INSTR(JCT§ONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUMSPECIFIEDINTAz^,€,„ 1, SHCET 7,
S. ANCHOR EWPEDM N'T T Q SUGS-TRATE SHALL BE BED OND INALL DRESSING OR STUCCOFOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL 9E BEYOND WOOD f3€ CKb, IF USED, INTO SUBSTRATE - t X BUCKS ARE OPTIONAL, 7,
A WN€MUM Ca .NTER-TC CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENER& 3„ POR MASONRY, 1" FOR WOOD AND METAL. d.
WOOD OR MASONRY OPENINGS, SUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO I RANSFER WIND LOADS To THE STRUCTURE, SUBSTRATESSHALLMEETTHEMI }INIUM STRRENGTH REQUIREMENTS AS SHOWN IN TARLE1, SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, 9,
SEALP IG AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE GONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS, FPtAAAAF,A 1aC (F[N WINDOWS), ldS), F 9AiAAMA e%7it:P AN4sE 6VNDJS}, FFztA;WCPP?A 25p{BC3Y, WINDOWS}, Fd r rAAP dDP.":A3Gi (E3 TER€Qf§ Ob®RS) 19GO
SW 44TH AVE. OC2ALA,
FLORIDA 34474 M
LUCAS
A. TURNER, P.E. FL
PE # 58201 1239
JABARA AVE. NORTH
PORT, FL Sd2S8 PH.
94" .380•1574 He
r ii scalrriciv: --_—_ ANCHOR
SCHEDULE DULEAND NOTES
BRA
PI i,"Y:........ DATE:--.. AAJ
Q7iC&`GS J:_........_._.
OWS-
293 C cs€.
E: SHEET 1:
25 6 OF 7
T"{PICAL HEAD ANCHORAGE
MIN. EDGE DI ST,
V
SEE TABLE 1
SUBSTRATE BY OTHERS --__-_-_T
SEE TABLE 1
MIN, EMBEDMEI
PERIMETER SEALANT --.. SEE TABLE I
BY INSTALLER...
INSIDE AND CL,'T
SEALANT BEHIND
FLANGE BY INSTALLER - {-.-..-11V MAX. SHIM
INSTALLAT ION AWHOR
SEE TABLE 1
114* MAX. SHIM
SEALANT BEHIND .....,
RANGE BY INSTALLER 1 .......___......
PERIMETER SEALANT MIN, EMBI7'DD EN' By INSTALLER i
SEE TABLE1ININSIDEA9VDOUTI
SUBSTRATE. BY OTHERS--^'
SEE TABLE 1
r»— :. MIN, EDGE DIST.
TABLE 1
A"t y+ E,j€CAL S CT ON
1171 TYPICAL SILL AhCIiCfiRGE
RAIN, EMBEDMENT ....._
SEE TABLET I r—SUBSTRATEBYOTHERS
WIC STSi'E SIf4" MAX SHIM SEE TABLE 1 - M;N. EDGE DIST. ...—j--.H j SUBSTRATE
7.
S"E TABLE 1 1900 SW 44TH AVE. BYTHERSSEETABE t OCALA FLORIDA 344741?4" MAX. SNIh4 W°t W OWS.%C
I MIN, EDGE DIS , ......... ...._
SEE TABLE t
INSTALLATION ANCHOR ( _ __ 8100 Pvc
SEE TABLE t
I I SINGLE HUNG
RAIN. EMBEDMENT p
SEE TABLE I NON -IMPACT
I !
PERIMETER SEALANT os ev l c>i U
I — PERIMETER SEALANT ' BY INSTALLER{ Hrt
BY INSTALLER ---I' ; INSIDE
INSIDE AND OUT — INSTALLATION ANCHOR Y I W
SEALANT BEHIND $EE TABLET
FLANGE BY INSTALLER SEALANT BEHIND dFINBYINSTALLERI z
t'~B 24ORIZDNI"AL SECTION , C H0RIZONTAL SECTION
4„' TYP€i:AL JAMB RNCHOARu 7 TYPICAL PIPS ANCHORAGE
HEAD AND SILL SIMILAR FOP, FIN INSTALLATION
10
LLailalLL
TABLE 1: APPROVED INSTALLATION FASTENERS
St
CONCRETE(2.0 KM M€N.j 3t1s" TI'W TAPCON
U>TT•FILLED CMU 117 PCP PAIN. arts" ITW TAPCONCCiNCRETETl2S5 <SI i IN.) a t6 ELCD ULTRCC?N 7"
GROIf FILLED CRdU {ASTM C 9L)atis" ELCD ULTRACQNXM0, wCiUTi EPN FENS (G Q.55) A'1& ih TA CON
OR ELCO ULTRACON
t•9I8` 719*
FLANGE 2XMN. SOUTHERN PINE (G=0.55) j#10 WOOD SCREW i-St8` 7/8"
FLANGE 16 GAUGE (0.050") MIN. STEEL STUD
33 KSI YIELD MIN)
910-15 HILTI KWI.K-FLEXOR ITW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU O.OW
7116"
FLANGE i1S" AL.URat, Ifr063-T5 MIN.) on
1110" STEEL (3a KSI MIN,)
10 GPRO- E 5 SELF -TAPPING i
DRILLING SCREW
FULL THREAD
THRU 0.125,
7116
FIN 2XMN. SOUTHERN PINE (G=0.55; J€i i1 YJQOrJ SCRr`'€a 7-112" 1!2'
9
pry qqq
YI W C®
LUGAS A. TURNER, P.E.
PERIMETE9 SEALANT --^"""-~ Y0 FL PE # 58201
1239 JA ARAA AVE,
INSIDE AND OUT
INSTALLER
IN NORTH PORT, FL3428a
D HORIZONTAL SECT ION PH. 941-380-1574
srle r pESCHIIiYbN:
SIMILAR FOR SILL AND JAMB$ FOR BOX INSTALLATION
INSTX LATION DETAILS
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PRC V€DED^ B DAsE—
MIN, 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
AAJ 07103106
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
Gx: sEv.:
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS 283 G
SHOWN FOR FLANGE WINDOWS. cAP`
SHEET
1:2 'r CIF 7
IJ
ate.,.... G `hA ....:: ......... ' ........; ......... win„ ... ,`
aCIS Home 1 Lop In User Registration Hot Topics
Regulation
e
mImammb
Submit Surcharge ' Stots & Fads
A t.?a r vaLB > isrsa.r. A stLratigit.>"rr.!h ` a allsalit!a l 's Application K etau
FL # 4092-R7
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived L
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 Ext291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
352) 368-6922 Ext291
jlathrop@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer a
R Evaluation Report - Hardcopy Received
el
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. Unch, PE
1i Validation Checklist - Hardcopy Received
Certificate of Independence S-: ti r. W J^ 7 . / ..y. v`
Referenced Standard and Year (of Standard) 0.UAL
AAMA/WDMA/CSA 101/LS.2/A440-05 2005
AAMAIWDMAICSA 101/I.S.2/A440-08 2008
ASTM E1300-04 2004
PA TAS 202 1994
Equivalence of Product Standards
Certified By
bttp://www.floridabuilding.orgl'-pr/pr _ ap_C idtl.asx?param=wGEV quz931 a2b4Sfa... 6/24/2015
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/10/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/24/2015
Date Approved 06/22/2015
Summary of Products
FL # Modlel,Numberor fume Descriptioee_.
4i7 32.5 HS-82.00 8200 Vinyl Flange and Fin Horizontal Sliding Window
Limits of Use Installation Instructions
Approved for use in HVHZ. No I }Q42 it7 ,I C4Y5,40D I'll £320Ii XOX XO
Verified by: Lucas A. Turner 58201ApprovedforuseoutsideHVHZmYes
Impact Resistant. No Created by Independent Third Party: Yes
Design Presssare: N/A Evaluation Reports
Other. HS-8200, 54 x 62, 2 lite, DP 45 PSF; HS-8200, 125 FI 4092 h7 AE Fvalaep 4 340 f llS ti200 XCJX X
h!I .ncif518x62, 3 liite, DP 30 PSF. Glass complies with ASTM
E1300-04. Created by Independent Third Party. Yes
4092.2 HS-8200 HS-820D Vinyl Flange/Fin Horizontal Sliding Window
Limits of Use Installation Instructions
Approved for use in HVHZ No LA09?__R7 IT --LW 222 2 H 7 2 72 ;3tt:nAf
Approved for use outside HVHZ., Yes Verified By: Lucas A. Turner 5820.1
Impact Resistant, No Created by independent Third Party: Yes
Design Pressalret 440/-40 Evaluation Reports
Other. HS-8200 PVC Horizontal Slider, XO or OX, 72`° x FL 0 2_R7 AE.._Eval i?_.`_ _2?82,-Iti 2i10.71x E
72', DP 40 ?SF. Glass conforms to ASTM E1300-04. Rlli.radt
Created by Independent Third Party; Yes
4092.3 HS-820€7 HS-8200 PVC Horizontal Slider, OX or XO,
Limits of Use Installation Instructions —
Approved for use in HVHZ,, Yes df
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Reslstanta No Created by Independent Third party: Yes
Design Pressor N/A Evaluation Reports
Other, HS-8200, PVC Hor€zontai Slider, XO or OX, 74' x FL4092 i27 AE Ev3lKen C d5 48.( lfi 0 i4x ,.>.
54°. See Installation drawings for Design Pressure. Glass NZ. NI7:o if
complies with ASTM E1300-04,j4} 3?._?i7._F.E Se..I3kr nttA_12m3{317 [32kclt
Created by Independent7hird Party: Yes
ua ... iiIl:'ta3SSIC.EL,3N.3:t. .F11;Dt1I.. .4::4.57-.1124
The State of Fiorlde is an ANEEO employer, lw-owht ` - STa tz8 lo, .da :: ?¢tvncv i msnt :: Ltv C n... R.c3und:i7t:.
Under Fharlda law, email addresses are public ract rds. IF yop do not want your a -mall address released In response to a publlt-r*CQrds request, do not send
e,ecisnrek malice this entity. Instead, contactthe office by phone or try traditional mall. If you have any questions, Please contact 850,487,1395, *Pursuantto
Section 455,275(.1), Horlda statutes, effective ik. Ober' 1, 2012, licensees licensed under chapter 455, F.S. rnust provide the Department with an erna€I address r
they have one. The emal€s oravided may be used€or official communication with the €icersrall. However email addra-.ses are public record. If you do natwish to
supply a personal address, Please provide the Department with an email address which can all made available to the public. To determine if you are a licensee under
chapter 455, P.S., please cliff
Prnduck Approval Accepts:
BZG`i"Nlt1"SlI llt3f:4
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 340D
April 3, 2015
Product Description: Series 8200 PVC Horizontal Slider Window, Non Impact, 54" x 62" unit
Size XO Or OX, and 125 5/8" x 62" unit size XOX
Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements
of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with. the
requirements of the 5b Edition (2014) Florida Building Code outside 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-3401), signed and scaled by Lucas A. Turner, P.F.
3) Test Report NCTL-210-3522-2 and -2A, NCTL-210-3525-1 and -2, and NCTL-210-
3459-1, -IA, -2 and -2A from National Certified Testing Laboratories, Orlando, FL
signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: AAMAIWDMA/CSA 101/l.S.2/A440-05
4) Supplemental Calculations to support CWS-3401), signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS-3401).
Limitations of Use: This product:
May be used in O/X or X/O configuration in sizes up to 54" x 62" unit size, and X/O/X
configuration in sizes up to 125 5/8" x 62" unit size, with max. glass daylight widths as
shown in CWS-340D
Achieves design pressures as indicated in comparative analysis tables in CWS-340D
Is non -impact and requires the use of shutters
May not be used in the High Velocity Hurricane Zone
Requires glazing as shown in CWS-340D
Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-340D
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.
E
4/3/2015
Lucas A. Turner, P.E.
A % STATEE 0 F
0,0. FL PE #58201
4 0 p k ID
Lucas A. Turner
2015-04-03 13:06-04:00
SHOWN W/LDIFFERENT OPTIONS)
MAX. OVERALL FLANGE WIDTH
Ef6" MAX. UNIT YADTH -
u
GLASS 'DLO GGLASS DL.0
D
i3 NE
3 !
ra."_H
F;"
rng6&
MAX.
OVERALL
FLANGEEGHT
MaX. S
SLAJGLASSS.,. CDLL AI ITDLOMAXSASH
SL,1
FIF
V
MAX. E.
SASH W
IDH'1" 53 .i4"
MAX. OVERALL
FLANGE WY[
i GLASS DLO
GL& S DLD s i
r4• OVERALL FLANGE
SASH8« R.PGHT
HEIGHT SS X DLOVAXGLASS
UNITNIT DLOHEIC;HT
h g p(^*+ SASH
WIDTH
TAPILE OF
CONTENTS GENERAL NOTES
8 ELEVAT'ONS.....t GLAZING DETAILS,.....
2 COMPARATIVE ANALYSIS..................
3 SECTION YEWS
8 ALT, FRAME 4-5 EXTRUSIONS & 6
ANCHOR SCHEDULE &
NOTES...._....7 INSTAU 4TION
DETAILS.. ............... 8 OENERAL NOTES:
1_'THE
I'RODUC"I SHOWN HEREIN IS DESIGNED AND MANUFACTURED V'di S' 7G E TO COMPLY
WITH THE FLORIDA BUILDING CODE (FOC), CURRENT Ei3ITION. 1IKI0
SW 44TH AVE. OCALA,FLORIDA .
34474 2, GLAZING
OPTIONS: (SEE SHEET 2) WWWV CWS.CC 3. CONFIGURATIONS: "
OX", "XO", "Xor' 8200 PVC
4, DESIGN
PRESSURE RATING (SEE SHEET 3}: NEGATIVE DESIGN
LOADS BASED ON, TESTED PRESSURE AND HORZ. SLIDER GLASS TABLES
ASTM E-1300-04. NON -IMPACT POSITIVE DESIGNLOADSBASEDON, TES'1 ED PRESSURE, WATER INFILTRATION TEST
PRESSURE AND GLASS TABLES ASTIM E-
13CO-04. 5 ANCHORAGE:
THE 33 1f3% STRESS INCREASE HAS NO BEEN USED ci iaa ¢
I IN THEDESIGNOFINISPRODUCT. SEE SHEE8 FOR ANC 40R 3 ca D; I AILS,
WINDLOAD DURATION FACTOR Cd-I' S WAS USED FOR WOO, ANCHOR CALCULATIONS, 0
C1 0 )-
5. NOT APPROVED
FOR IMPACT RESISTANCE. IMPACT PROTECT€VE SYSTEM IS i
UA d 4
flS1 Ie) REQUIRED IN
WIND
BORNE DEBRIS REGION. v cs i, ALL FRAMES
AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED
MEETING RAIL AND JAMB. i lw 1w
S. SERIES
I
MODEL DESIGNATION HS•8200. cc 6. THE
DESIGNATION
X AND O STAND FOR THE FOLLOWING: PERABLE SASH, 0 -
O SASH XTO u3 10.
SECTION
CAL -
OUTS APPLY - . s ALL ELEVATIONS INASIMILARLOCATION. EXTERNAL 1
T
c 11. >XTERNA_ WEEPSLOT 1, 4" x 1 ° LCiCA, FD 6' :ROM BOTH ENDS, yYf4fAfffy t4 b C}
R.E4jr f#+'f Lucas A. Tumer
a z 2015-04-03
13:06-04:
00 STATE o i+ Ir 1 5
LUCAS
A, TURNER„
P.E. FL PE * 58201
1239JABARA AVE. NORTH
PORT, FL
34288 PH. 941-380-
1574 gpzET DE9CRIPT is
GENERAL NOTES AND
ELEVATIC NS CONFIG.
MAX, UNIT
SIZE DESIGN PRESSURE RATING IMPACT RATING XOX 1 /4
1 /2 1 /4 125-5/8" x 62" SEE COMPARATIVE ANALYSIS
CHART, SHEET 3
NONE NONE GWS-
340
D
93,33 1
OF 6
S' A' SPACE
sty" ANLE Ai,E 7
SiKAFkX SS:'C,IFi
FURPi P'E CT G!.ACE€
g'
W
Vp
332"C:L.ASSBITE
I
GLASS TYPE A
7M' UVERAU,
ANNEALEO
IKAFLEX IM CR
URFEr rGtA ,H"
m
GLASS TYPE S
il GLASS BYE
Mi" OVERALL
rt,V AIR SPACEVTTEMPERED
SIKAFLAX 652 OR
PURPECT GLAZE °Pi"
TYPE G
rZ' GLASSSETE
GLASS TYPE
F:A" CVERA'.A
S.l6" 'TERiPCRED
1,,'F AID?AC;„
3." TEItiiPEn
SIKA: UX5.N2OF
RL<REE'Ci QLAL.E y"
GLASS 01
t90U SW 44TH AVE
LA, FLORIDA 4I4
PVC
HORZ SUDER
NON -IMPACT
41312115
LUCAS A. TURNMR,P E,
PE # 58201
239 JABARA AVE.
NORTH PORT, FL 34268
PI C 9`41 e'3 0i ' 574
GLAZING DETAILS
AA,J 07101,ft
vG .............A
GI G-343 D
C€: S.4ff
1:1 21GFS
L55- 65 75 87 112 1102 112 1108 314 1110 114 1120 1125 5/6
IUNriNr' SASH WIDTH
14 15 518 18 7116 121 5116 24 7.18 2.9 1/8 30 7/8 31 5116 34 V16 35 11/16
tHBGHT17718 4-5 4451-45 451-45 46 / -45 45/-45 451.45 451-45 42.51-42.5 401-40
1/2 45 1 45 451-45 451-45 45/-45 451-45 40A / -4101 39.1 / -39.1 33-51-33.5 430.9/-X9
31 1/2 451-46 451-45 451-45 45/-46 445/-45 40/-40 4-39/-39 33.1 / -33.1 30.4 / -30.4
35 112 45 / -45 45 1 -45r+45
45/-45 451-45 445/-45 40/-40 439/-39 32.9 / -32.9 30/-30
39 1/2 45/-45 45/-45 45/-45 45 i -45 451-45 40/-40 39 /-39 32.9 / -32.9 30/-,90
41 1/2 45/-45 45 451-45 1 +45/-45 4451-45 401-40 1 +39/-39 32.91-32.9, 30/-30
43 112 4451-45 45
451-45
1 40 1 +39/-39 11+32,91-32.91 301-30
47 1.12 451-45 T 1 +451-45 1 +45/-45 1 +451-45 1 +401-40 1 +39/-39 I+32.9 / -32.91 301-301
XO OR OX DESIGN PRESSLIFIES (GLASS TYPE A, B, C, OR D)
UNIT WIDTH
LNIT
HEIGHT (V 29.5 31,5 315.5 39.5 41.5 43.5 47.5 51.5 54
17.875 451-67.5 4451-67,5 45/-67.5 45/-67.5 45 / -67Z 45/-67,5 45/-61.9 45/-54.6 45/-50.8
29.5 451-675 451-67.5 4451-675 45/-67.5 45/-67.5 451-67.5 45 / -582 4,51.49,5 451-45
31.5 451-67,5 45/-67.5 45/-67.5 45/-67.5 451-67.5 451-67.5 451-58.2 451-49,5 45/-45
35.5 45 / -675 = 451-67,5 45/-67.5 446/-67.5 451-675 45/-67,5 451-58.2 1 +45 1 -49.5 46/45
39.5 451-67.5 451-67.5 451-67.5 451-67.5 45 1 -67.5 451-57,5 45,1-58.2 45/-49.5 451-45
41.5 451-67.5 451-67.5 451-67.5 45/-67,5 451-67.5 45/-67.5 45/-58.2 45 1-49.5 451-45
43.5 45 f -67.5 451-67.5 45 / -67.5 45 f -67Z 45/-67.5 45/-67.5 45/-58,2 451-49Z 45/-45
49 45/-67.5 45 / -67.5 451-67.5 45/-67.5 451-67,5 45 / -67.5 45/-58.2 451-49Z 45/-45
51.5 451-67Z 45/-67.5 45/-67,5 451-67.5 451-67,5 46/-66.7 451-58.2 451-49.5 45/-45
53.5 445/-67,5 451-57.5 45/-67.5 45/-67.5 451-65.9 45/-63.6 45/-58.2 45/-49.5 45
55.5 45/-67.5 451-67,5 45/-67.5 451-65.4 4451-62A 45/- 451-49,5
45
45/-45
59.5 451 -67.5 45 / -67.5 45 / -MB 45/-60.1 451-57.8 45 1- 451-49.1 45 / -45 62
451-67.6 445 1 -67.5 441 5 1 -62,5 45/-57.2 451-55 1 45 1-46.6 45/-45 NOTES:
1.
IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE 2.
ALL XOX UNITS MUST USE EITHER GLASS TYPE B 08 TYPE 0 ONLY. 1900
SW 44TH AVE. OCALA,
FLORIDA 34474 www.
cws.cc I *
I I gol'
imilleguA 17"'.'
41MO!
5 LUCAS
A. TURNER, P,E, FL
PE # 58201 1239
JABARA AVE. NORTH
PORT, FL 34258 PH.
941-180-1574 1
H COMPARATIVE
ANALYSIS DRAWN
BY; DAM AAJ
07101108 DWG #:
AI'VI-. CWS-
340 D SHEET
3
OF 8
EEF OE],s
SECTION VIEWb A -A
SECTION VIEW B-B
SECTION VIEW C-C
ALTERNATE Fah# FRAPPE
@'
a
aad:a y
spy' i I CFE
y31 ea STATF OF >®40,
41312015
LUCAS A. TURNER, P.E.
FL PE * 58201
1239 JASARA AVE-
NORTH PORT, Fe. 34288
PH. 941-3€ 0-1574
SECTION VIEWS
ox
AAJ 07/01 08
ITEMS NOT SHOWN FOR CLARITY; CiY 34i7
2 , 25, 27, 3d, 89, b0, 11, b8, 51, 52ALESHEET
1.2 40178
4DCW SYST849ovpQ@rQ,
1900 &N 44TH AVE.
CICALA, FLORIDA 34474
www.cws.cc7`71
8200 Pvc
HORZ SLIDER
NON -IMPACT
zz
Zug, 5 116 4 CA
w In w
20LW < <!<
SECTION VIEW E-E 0 9 2. 70
uj
w w
p,ID REtry "I
4-
N't --m a I
STATE OF
A
ONM,
LUCAS A. TURNER, P.E.
FL PE 9 582.01
1239 JA5ARA AVE.
NORTH FORT, FL 34288
PH. 941-384j 1574
SECTION VIEW F-F
SHEET _()escpIlpTforF_ ALTERNATE FIN FRAME
SECTION VIEW O-D
SECTION VIEWS
xox
ff
AAJ 07tQ1108
LS NOT SHOWN FOR CLARITY: CWS-340 D
2rl)7i, 27,34,38, 40, 41, 48, 51, 52 '5c5.UE: SHEET
1:2
J_ 5 OF 8
I 11S'76"
3
2 91lY8" 4 1 its"
L TJ 1
PVC FRAME FLANGE PVC SASH MTG. RAIL PVC SASH SIDE RAIL
H-6031 H-6027 H-6028
3 9tt6"
O
1 5!8" 2 1t8" fl76"
f 1„
SLL
F-
PVC SASH TOP/BTM RAIL FIXED MTG RAIL
H-6004 M-1835
PVC FRAME FIN
H-6026
CORNER CONSTRUCTION
I
CORNER WELD
ALL SIDES)
1:8
FIXED MEETING RAIL
SCREWED TOGETHER WITH
OUTERFRAME
1:8
VYINCKYW SYSTEMS
teeO SW 44TH AVE.
OCALA, FLORIDA34474
W WW.CW S.CC
35 P3752 lCap Plug, 1/2' Hole M&M Nylon
esesrsauar36PuAactGiaza'M" or Sikai#sx 552 Hanker / Sika Sillccna sssi OR£W af,as
38 •3S52 ISst. Elk., 85 Dur., 918" x 518" x 2" Lg. I FrankLowe Rubber •• 1 i,°4" t i!8°- aa'°-......_.{•_._..-
ya,,._.. ,._. J'ptr' LEN 'r° `•, 39 P3o83 HS-8200 Gold Cent. Label: NFRC, Non•impact ASTME 7tt8 i s 9s" 9/2"......
I I : 40 P3861 TemporaryLbi. (NFRGrDP) _ T`1 ti f Ma 582Q1 ';
41 P-3613 CWSLbl.pogo?
i ( .. H J - !- r, V J ; *; :#=
42 Glass, Fixed — V18" 7116" 7116' _... tt-1it16' { '- 7)95 r OL
43 Glass, Sas STATE OF x 4a
ROLLER TRACK HORZ SCRN ADAPTOR VERT SCRN ADAPTOR REINF. SBR(SSR REINF, SASH MTG. RAILTremco
46 P-3281 Spaceracer, Du aSsal, Sash Tremco S-
1776 3-6013 S-6014 $-1498 S-1497 S•g. ;
p R t9,! \'` 46
P-3218 Screen Frame, Horiz. Alimetal RollFwn '•oar OtU f $
ta
47
P3218 I Screen Frame, Veit. Alimstal RollFcrm 48
P-33221 I Screen Frame Corner Key i Aiimetal Nylon 1 7-- 49
P-3581 Screen Cloth, 18 x 16 Fiberglass of#6°..--.._a ,:°........._€«...»< .............. 413J2Q15 50
P-3228 Screen Spline; A56 Dia., Elk. - ! - t/4" i»- _ ................... pE —a . % aria LUCAS A- TURNER, P.E. 51
P-3029 Screen Pull Tab Hurley a t 9-------3"-- FL PE#58201 52
P-3033 Screen Sprang, SS Fla-Spr ng zls" I _)
1238
JABARA AVE, 54
H-6026 Main Fr., SH, w/ Fin., PVC Mikron PVC 1i1c> }--_,- NORTH PORT, FL 34288 55
P3113 Screw Support, PVC I Team Plastic Rulbber .......... SCREW SUPPORT PH. 941-380.1574 '. PVC
FIXED RAIL COVER PVC GLAZEBEAD P 3113 SHEEN DEScR1 ION: 5-
6063 S-6064 BOM
AND EXTRUSIONS LINE
ITEMS NOT USED NOTE:
ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 16, 19-20, 28, 32-33„ 37, 53 AAJ
07101 /08 YG
A: REV.: OWS-
340 D Le:
SHEET 1:
2 6OF8
12SASH, O.C. gyp')
6" MAX. ITYP.).............
8" MAX ITYR)--
1 T MAX. C
TYP.)
9" MAX 0.
MR)
ANCHOR 0 WDSPAN
TyP)
4" MAX. (TYP.I
4" MAX, (TYR.)
8" MAX. O.C.
TYR)
s- ;TYa.I
MAX. O.C. {`:'YP.)
L FIXED
I . , sEE r10T1= z
ANCHOR LAYOUT- (FIN)
INSTALLATIONION
ANCHOR (TYP.)
OTE2
INSTALLATION
ANCHOR I"T'YP.)
15" MAX. O.C.
6" MAX. (YP.;
6. MAX, (TYR,
WtN SYSTEMS
t 1900 SW 44TH AVE.
OCALA. FLORIDA 34474
W WW.CW S.CC
10" MAX O.C. 8200 PVC'
TYP.) x HSLIDER
NON-IMPACT
10;Ni O
ANCHOR LAYC.iUT • tFLAk E o o
Y W ul W
i o >1Cs;>•
til
A... .__. .._
4' MAX. {TYP,)---M 0" MAX. O.O. MR)
4" MAX, CrYp.7......._ i I
T
S
I
32
i Iw 2Lu
INSTALLATION w Eb I D
9' MAX. O.C.--) ANCHOR (1YP.)
TYP)i
0
um ei
aws*k1,g1t?iEW'j i®
ANC H!QR vLQQ_,,,LF j
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SFIIM AS REQAT EACH, !NSTAL4ATION ANCHOR USING LOAD BEARING SHUAS, MAX. ALLOWABLE SHIRE STACK TO BE 11411. USE SHIMS WHERE SPACE GREATER THAN 1115' IS PRESENT. LOAD BEARING SHIMS SHALL BECONSrRUCTEDOFHIGHDENSITYPLASTICORBETTER. WOOS) SHIMS ARY NOT ALLOWED.
3, ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 8.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESIS'iANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUSTBEPROTECTEDTOPREVENTREACTION.
S. INSTALLAT"ICN ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH $TRENGTHS LESS THAN 71-IE MINIMUMSPECIFIEDINTABLE1, SHEETS.
6, ANCHOR EMBEDMENT TO SUBSTRATE SHALL. BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEiCMU OPENINGS, EMBEDMENT SMALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - i X BUCKS AREOPTIONAL.
7, A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL. FASTENERS: 3' FOR MASONRY, I' FOR WOOD AND METAL,
8, WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCH€TECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE SIRUCTURE. SUBSTRATES SHALL MEET THE K41NIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: F IA(AAMA 1 OO{FIN WINDOWS), FNIAJAAMA 200(FLANGE WINDOWS), FMAANDMA 280(BOX WINDOWS), FMWAAMA/WDMA 300(EXTERIOR DOORS)
o
STATE OF
7-,-7
LLICAS A. TURNER, P.E.
FLPE#%201
1239 JABARA AVE. '
NORTH PORT, FL 34285
PH. 941.380-1574
ANCHOR SCHEDULE AN
NOTES
RAWNBY-iDATr".—.........__
RAJ 07/01/08
SWG........"..".
CWS-340 D
cAI E;
SHEET
1AD 70FS
TYPICAL HEAD ANCHORAGE
MIN. EMBED€;TENT
SEE TABLE 1 '. SUBSTRATE
9Y OTHERS
MIN, EDGE DiST. 14' MAX. SHIM,---»i SEE TABLE I MIN, EDGE DISTSUBSTRATE SEE
TABLE I 1! i A`E1 , BYGrHERS" SEEI
SEE Te'tfiLE_ a IA
MAX, SHIM SEE
TABLE 1 EMi3ED
9 PERIMETER
SEALANT__-__ 6Y
INSTALLER SEE
TABLE1 SEE TABLE 1 INSTALLATION ANCHOR __...._
INSDE AND
OUT f I---D
SEE TABLE
1 SEALANT: BEHIND ....
FLANGE BY
MIN.. EMB
DMENT SEEABLE 1
INSTALLER VCMAX. SHIM PERIMETER SEALANT.
uBY PERIMETERSEALANTL%r
INSTALLER INSIDEANDi>L1T INSIDE AND
OUT I 1NS7ALLATICN ANCHOR INSTALLATION ANCROR-__...............
f- I SEALANTBEHIND SEE TABLE 1 SEE TABLE
1 CaE BY INSTALLER SEALih?a?'BEHENC3 RN BY
INSTALLER B `4
H 7AI2CINTAL SECTION RIZON-ALSECTION TYPICAL JAMB
ANCHORAGE B TYPICAL FIN ANCH RAGE HEAD ANGSILL
SIMILAR FOR FIN INSTALLATION 114" MAX.
SHIM SEAL.AR
BEHIND .- FL.AfG^
c 0Y INSTALLER i- PERIMETER
SEALANT',
FAIN, EMBEDMENTBY NaTALLEP. SEETABLE1INSIDEAND
OUT SUBSTRATE BY
OTHERS-= i SEE TABLE
1 W°^';----MIN, °FDGE D',ST. ES TABLE
1 TABLE t
APPROVED INSTALLATION FASTENERS ST. CONCRETE (
2-
0 KSI MIN.) 3/16" €TW TAPGON 1-112" 1-1/8" LQjL2tLOR GROUT
FILLED CMU (117 PCF MIN.) v16" iIW TAPCON rFLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON GROUT FILLED
CMU (ASTM C-90) 3/16' ELCO ULTRACON 1.114' 2-1/2"2X MIN.
SOUTHERN PINE (G=0.55) 3116' RW TAPCON 1,al8"
7/8' OR ELCOUL.TRACON FLANGE 2XMIN,
SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1-I8' 7/8' FLANGE 16
GAUGE
M.OW) MIN. STEEL STUD 1016 HILT1 KW1K-FLEXOR RIN FULL THREAD 33 KSI
YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0.060' 7i16" FLANGE
118"
ALUM. (
6063-T5 MIN.) OR 10 GRADE 5 SELF -TAPPING / FULLTHREAD 1/8"
STEEL (33 KSI MIN,) DRILLING SCREW THRU 0.125" 7'r
16' FKJ 2X
MIN. SOUTHERN PINE (0=0.55) 8 WOOD SCREW 1-1/2' 7116" WINDOW MTENS
C'.,. 1900 SW
44TH AVE, OCALA, FLORIDA3"
74 WWw.cvVS.
cc t No
STATE
OF
aka, OR to.. . .
LUCAS A.
TURNER, P.E. FL PE #
58201 PERIMETER SEALANT,
1239 JABARA AVE. BYINSTALLER tNBIDEANDOUTNORTH
POPIT, FL 34268 i3 HORIZONTAL SECTION PH.
941-360.1574 B BOX FRAME INSTALLATION......_ :&
RELY 6ESCFUPTIO?s' READ AND SILL SIMILAR
FOR BOX INSTALLATION INSTALLATION OE7laILS FLANGE REN4
VAL NOTE::
PARTIALLY OR FULLY REMOVING THE FLANGE, LIP TO AND INOWDING
A BOX -FRAME APPLICATION IS ACCEPTABLE: PROVIDED: A5# Y'97— AAJ 07101/08 k4K
1/4' FILLET
OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED `Dwt c a: INSIDE AND OUT, FULL.
PERIMETER, BY INSTALLER. CWS-3 #€J C PRODUCT ANCHORAGE IS INACCORDANCEWITHREQUIREMENTSASSHOWNFORFLANGEWINDOWS-
ALi — SF EET 1:2
8OF8
Florida Building Code Online Pagel of 2
F(;xrda Inepar t ent! BCIS Home I tog In i User Registration Hot Topics Submit Surcharge Stats & Facts
r+r p }•
f }€
i
t I € S.}g1
Product Approval
a; USEW irk e t)ser
q (
L, $J^14 q
1 eculaCfp lt €
vntS BD.pfnYa3g > Grp?,t.I.S.#3F.L+ 7 A4D1lC3ilpl_ijj r AAA13giion Detail
FL # FL9520-R6
Application Type Revision
Code Version 2014
Application Status pproved
Comments
Archived 0
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
352) 368-6922
ekoss@cws.oc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
352)368-6922 Ext291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
352)368-6922 Ext291
jlathrop@cws.cc
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
O Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Lucas A. Turner
PE-58201
Ke Certifications, Inc.
7/21J2020
Steven M. Urich, PE
Qi Validation Checklist - Hardcopy Received
FL9520 R6 Ct;T EvelRe C,,VS-' 6A el ire M ,II itpdr
offlulud
AAMA 450-06
ASTM E1886-05
ASTM E1996-09
PA TAS 201/202/203
Yr,
2006
2005
2009
1994
htip:Hwww.floridabuilding.org/pr./Dr_app_dtl.aspx?param=wGEVXQwtDgvl.HvmuJRW cZl... 5/6/2016
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/16/2016
Date Validated 02/16/2016
Date Pending FBC Approval 02/17/2016
Date Approved 04/12/2016
Summary of Products
Model, Number or Name Description
LFL T:1 3" Alum. Tube Mullion 3' Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange
applications, (IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ. Yes FL9520 R6 11 CWS-636A (3 in Mull. IMP).r)df
Approved for use outside HVHZ; Yes Verified By: Lucas A. Turner 58201
Impact Resistant- Yes Created by Independent Th ". Party: Yes
Design Pressure: WA Evaluation Reports
Other; Large Missile impact; See Installation Instructions
Created by Independent Third Party: YesandEvaluationReportforcompletelistofLimitationsand
Conditions of Use.
9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange
applications, (IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ., Yes FL9520 R6 11 CWS-837A (4 in Null, IMPLpff
Approved far 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 Instructions FL9520 R6 AE EvalRep CW2-837A 14 in Mull IMPhodf
Created by Independent Third Party! YesandEvaluationReportforcompletelistofLimittationsand
Conditions of Use,
95203Alum. Tube Mullion 5 112" Alum. Tube Mullion, Horizontal & Vertical, Fin
Flange applications, (IMPACT)
Limits of use Installation Instructions
Approved for use in HVHZ. Yes FL9520 R6 II CWS-838A (5.5 in Mull, IMPII,pd
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 Instructions
Created by Independent Third Party! YesandEvaluatlonReportforcompletelistofLimitationsand
Conditions of Use,
P.biInm150 4.17,02-4
The State 0 vioncla Is an ANLEQQnlpl'ydr." v ' "rbiaay Stgliemnt Z &2ajk' '- :Z B, "rril '2aLsfne
Under Flanda law, email addresses are pUtlk; records. if you do not want your e-mail ad -dress released in response to a Public-recocls, request, do not send
etectmnic ma 11 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 455,275,11), 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 arnalls provided may be used for official communication with the licensea. However email addresses am public record. If you do not wish to
supply a perscrial addregs, please provide the Department with an email addresswhich Can be made avallatile to the publlc To determine It you are, a licensee under
Chapter 455, F.S., please dick b&M.
Pmo vct Approvir
a] N R d En
http://www.floridabuilding.org/pr/Pi_app_dti.aspx.?param=wGEVXQwtDqvlHvmuJRWcZl... 5/6/2016
11M 'N
Product Description: PVC 3" Mullion H-1758
1239 Jabara Ave.
North Port, FL 34288
Pb. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 836A
April 27, 2015
Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements
of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the
requirements of the 5th 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-836A, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3833-1, 4A, -2, -2A, -3, and -3A, from National Certified
Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/05, ASTM E
1996-04/06/09, and AAMA 450-06
4) Supplemental Calcs. to support CWS-836A, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-836A.
Limitations of Use: This product:
May be used up to the sizes and design pressures as shown in CWS-836A, using clips as
shown in CWS-836A
Is Large Missile Impact Resistant and does not require the use of shutters
May be used in the High Velocity Hurricane Zone
May only be used with Custom Window System, Inc. windows, please see separate
individual window unit approvals for applicable design pressures and for more details.
The lower of the individual window design pressures and the mullion design pressures
shall apply to the entire assembly.
Requires 6063-T6 aluminum mullion and clip extrusions.
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.
gotrrrs
v y1GEN •'i` rr yr
w
4/ 27/2015
r'P : STATE OF ! 40 Lucas A. Turner P.E.
w.+, ,: * FL PE #5 8201
IONA 4+ Lucas A. Turner
2015-04-27 21:00-04:00
ANCHOR CLIP
EXAMPLE HOR17J.VERT. MULLION
FOR SECTION VIEW ONLY
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS..- __1
OPCHARTS............_._...............................29
SOM & EXTRUSIONS .....................................4
EXTRUSIONS-- 5
SECTION .........................................6.7
CONFIGURATIONS & ANCHOR NOTES 8
INSTALLATION DETAILS.. ........ 9-10
CLIP
C.
x
GENERAL NOTES,
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH yNr,y SYSTEMS
THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH
VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 AVE.S 44
0 IMPACT USE AS DEFINED IN ASTM E 1996 PER THE F8C. OCALA , FLORIDA 34474
WWW.CWSIGC
2, CONFIGURATIONS (SEE SHEETS 2-3): VERTICAL OR HORIZONTAL
3. SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH, 3" PVC
REFER TO SHEETS 2-3)
MULL BAR
4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE IMPACTDESIGNOFTHISPRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD
DURATION FACTOR Odz1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
S. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED,
6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER
DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS.
7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT
I
W M
APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE
APPROVAL. I z
15-5
S. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY I i
APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY n >
REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD,
BUILDING OWNER OR CONTRACTOR.
111M.01tL P.
SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING.
SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM
WINDOW SYSTEMS, INC, AND MUST BE MADE OUT OF VINYL PVC; OR EXTRUDED
ALUMINUM, J 10.
VERTICAL MULLED UNITS SMAY HE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT
WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN
HERE IN. A;yDREW Nz 11.
40RI20NTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF 17141E MULLED UNIT, VERTICAL
MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. 2-4.* No mol .I:% EXAMPLE
VERTICAL MULLION FOR PVC
WINDOWS FOR SECTION VIEWS ONL Lucas
A. Turner 2015-
04-27 21.,
00-04:00 FA_
LUCAS
A. TURNER, P.E. FL
PE * 5MI 1239
JABARA AVE. NORTH
PORT, FL 34288 PH.
941-380-1574 GENERAL
NOTES AND ELEVATIONS
ORAWN -
BY: m7r, ADE
09/27/12 CWS-
836 A 25
i Or 10 —1SHEET1:
1 OF 10
Design Pressure Chart (PSF) for NON -INTERSECTED Impact P 3" Mullion H-1758, wlth 1522 caps using four (4) A10 Strews into WOOD or METAL orW16" ITW Tapcons orELCOULTRACONS info SOLID CONCRETE
or WOOD per each end otmullion. HOLLOW orGROUT-FILLED BLOCK requite 1J4' ELCO ULTRACONS.
OPENING SIZE n.
39 45 1 51 57 63 69 75 318 81 87 1 93 99 107 3/8 114 120 126 132 138 146 318
37 80.0 80.0 8010 80.0 80.0 60.0 solo 80.0 no no no 80.0 80.0 80.0 80.0 Soto 80.0 80.o
42 3/4 80.0 80.0 80.0 SO.o 80.0 80.0 80.0 80.0 80.0 80.0 8010 80.0 80.0 80.0 80.0 80.0 80.0 80.0
48 3/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 no 8D.0 80.0 80.0 80.0 80.0 60.0 65.0
53118 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8DO 80.D 80.0 80.0 80.0 65.0 65.0 65.0
z 57 80.0 so. o 80. D 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8D.0 65 0 65.0 65.0
63 0.0 solo 80.0 80.0 80.0 80.0 80.0 solo 78 8 76.6 74.8 72-5 65.0 65.0 t„
65 65.D 65.0 65.0 65.0 85.0 85.0 68.0 65A 65.0 5.0 65.0 fa5.0
65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65A 63.5
72 65.0 65.0 65.01 65.0 1 65.0 1 66.0 65.2.j 64.9 61.7 59.1 56.9 53.7 a
DP CHART IS FOR:
NON -INTERSECTED IMPACT 3` MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END):
1522 CLIPS
4) #10 SCREWS INTO WOOD or METAL
4) 3116' ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
4) I14" EtCO ULTRACONS INTO HOLLOW or GROUT -FILLED, BLOCK
Design Pressure Chart (PSF) for NOW NTERSECTED Impact PVC 3" Mu11Ion 1-1-1758, w€th 1776 nips with six (6) #10 Screws into WOOD or METAL or 3/16' ITW Tapcons orELCO ULTRACONS Into SOLID CONCRETE or
WOOD per each and of mullion. HOLLOW or GROUT -FILLED BLOCK require 114" ELCO ULTRACONS.
OPENING SIZE (in.)
39 45 51 57 63 69 75 318 81 87 93 99 1D7 319 114 120 126 132 138 145 318
37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0
cE 42314 80.0 80.0 60.0 80.0 80.0 80.0 80.0 SD.O no 80.0 80.0 80.D 80.0 80.0 80.0 80.0 80.0 no
48 3/4 80.0 so.D 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 solo 80.0 80.0 B0.0 80.0 80.0 65.0
53118 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.o 66.0 65.0 65.0
w 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 0.0 80.0 80.0 8MO 80.0 65.0 65.0 65.0
I 83 80.D solo 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - 80.0 65.0 65.0
fi5 85.0 65.0 65.0 65.0 66.0 65.0 65.0 65.0 65.0 65.0 65 0 65.0 66.0
68 65.0 65.0 65.0 65.0 65.0 65 0 65.0 85.0 65 0 65.0 B5.0 85.0
72 65.0 65.0 65.0 65.0 65.0 85.0 65.0 84.9 81.7 59.1 56.9 53.7
DP CHART IS FOR:
NOWNTERSECTED iMPACT 3' MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END):
1776 CLIPS
6) #€ SCREWS INTO WOOD or METAL
6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOUD CONCRETE or WOOD
6) 114' ELCO ULTRAGONS INTO HOLLOW orGROUT-FILLED BLOCK
n
w
OPENING S€2E - ..®_
TRANSOMS OVER. TWIN
i OPENING SIZE i- - OPEN7NGSE2E
z
a
a
OPENING SIZE
TRIPLE
TWIN
8o8vL NTAL MUU Nd
g
w
z
2
0
q
I-.---MMLLENGTH ---4
W INvuw zin I C195 I',
1 WO SW 44TH AVE.
OCALA. FLORIDA 34474
W W W.CWS.CC
Tr PVC
MULLBAR
IMPACT
N
NOTES; o
MULL BAR IN FOCUS FOR ANY GRJEN 'e ".'O R..
THE ...
CONFIGURATION iS SHOWN IN SOLD.
2. AN INTERSECTED MULL BAR HAS OTHER MULL
BAR(S) ATTACHED 70IT (SHOWN IN DASHES)
THROUGH THE.. USE U" MULL BAR, CLIPS. AN 4127120i5INTERSECTEDMULLBARWILLALWAYSBE ..-. .....-
A sACHED TO THE SUBSTRATE AT BOTH ENDS, LUCAS A. TURNER, P.E.
3. NON -INTERSECTED MULL BARS CAN BE ATTACHED FL PE #t 68201
TO THE SUBSTRATE AND OTHER MULL BARS, 1239.IABARA AVE.
NORTH PORT, FI- 347.88
TcxN,E T'WWrR€PLE PH.941-380-1574
WRZNTAL MULLION N:.€u.0WALMIILfXW
DIP CHAFITS
NON -INTERSECTED
OSEzNG -- MULLS
v:
ADE 09/27/12
DwG F.
a. GS 836
I--%MJLt i@NG'ttt --+= MtILI LENGTH
CAL__SHEET
1:1 2 OF"10
Design Pressure Chart (PSF) for INTERSECTED Impact PVG 3" Mahlon H-t 758, with 1522 clips using Tour (4) k10 Screws Into WpOD or METAL or 311 t)` €TW 7apcans into SOLID CONCRETE or WOOD, or 1778 clips
withsix(6)K10Screws intoWOODorMETAL or3A6'ITWTapconslntoSOLIDCONCRETE orWOOD per each and ofmullion. HOLLOW orGROUT-FILLED BLOCK require1WELC0ULTRACONS. F OPENING SIZE n.
WINDOW
T5P86 39 1 45 51
57 63 69 75318 $1 87 4 99 110 318 i 14 120 1 Z6 132 13$ 1 145 3t8 QUO.1W 44.T1 > AVE, 37 50.0 50.
0 50.0 50.D 50.0 50.0 50.0 50.0 50.0 50.0 50.0 0 50.0 50.0 50.0 50.0 50.0 50.0 Ai A.FLORIDA34474 c 42 314 50.
0 50.0 50.0 50.0 50.0 50.0 50.D 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 60.0 L MVJ VS.f:C x 48314 50.0
50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 5D.0 50.0 50.0 50.0 500 50.0 50.0 50.0 50.0 53118 0 5M0 50.
0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 500 50.0 4= PVC 57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 W.0 5C.0 50.0 50.0 50.0 50.0 50.0 48.1 j 63 50.0
50.0 50.0 50.0 50-0 50.0 50.0 50.0 50.0 50.0 5C.0 50.0 50.0 50.0 49.4 47.3 MULLOAR ILWACT 68 50.0
50.0 1 50.0 1 50.0 5o.b 50.0 50.0 56A W.0 50.0 50.0 50.0 49.8 47.6 72 50.0 50.
0 50.0 50.0 50.6 5b.0 54.0 50.0 50.0 50.0 50.0 45.4 44.0 75.375 50.Q
5fl.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 46.8 44.0 1 40.0 OP CHART IS FOR:
INTERSECTED IMFIACT 3" MULLICNti
1758. 1 iOPIZONTAL OR VERTICAL, USING EITHER (PER END): q 1522 CLIPS 4) 010
SCREWS INTO
WOOD or METAL 4) 3fl S" ITW
TA€DONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 0 4) 1i4" ELCCO ULTRACQNS
INTO HOLLOW or GROUT -PILLED BLOCK I, I I 1767
CLIPS
6) 91C
SCREWS INTO
WOOD or METAL 6) 0f16" ITW TAP;
ONS or ELOO ULTRACONS IN70 SOLID CONCRETE or WOOD 6) 114" ELCO ULTRACC)
N$ INTO HCU.CW or GROUT -PILLED BLOCK E a LIZ idkAL"
tF:PP&.
E
WE€ M L MULLION
HORIZONTAL MULLION`,g TT'
wa*..3,,
4
w .
N .5b2i11
3F`a STATE CaP
iAQ TWIN TRIPLE( t MAyatYa
S
ilI rTS BELOW
1 L 412.
70016
77 R-----OPENING SIZE ----
H' MULL LENGTH-. LUCAS;A,TLI9NER,;.>,:,;._.W. rL PEE # 58201
12-
39 JABAPA AV
E. NORTH PORT, FL 34288
PH. 94 i-38€
i-1514 KMTNG Wllp KA ________. NOTES:
DP Ct- AR
I 1. THE MULL BAR
IN FOCUS FOR ANY GIVEN INTERSECTED VULL8 CONFIGURATION IS SHOWN INBOLD, 2, AN INTERSECTED MULL
BAR HAS OTHER MULL 5fiAWWRV, I5A7r: BAR(S) ATTACHED TO
IT (SHOWN IN DASHES) ACIE I 03.7t12 THROUGH
THE
USE OF
MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL
ALW"S BE rvt ATTACHED TO THE SUBSTRATE
AT SOTH ENDS. CWS-836 A 3. NON -INTERSECTED MULL
BARS CAN BE ATTACHED SN TO THE SUBSTRATE
ANDOTHERMULLBARS. IF EET 1;1 3 " 1ii
fTEM PART# IDESCRIPTlDN
1 H-t75B i 3/8' x Y MUUJON TUBE
2 1#i0 OR 912 HEX WASHER HEAD TEK SCREW '(See co; —beloq
3 1910 x i 11T, PANHEAD PHILIPS ZINC
d I#10 FLAT WASHER
7 S-1897 I MULLX?N CLIP
8 ISEALANT
9 S-1895 IDRIP CAP
10 I S-1896 FLANGE MA - TER
11 5M18 MULLION INTERIOR COVER
13 P 34% MULL BAR CAP
14 I F-1522-013 3" SLOTTED NEW CONTRUCTION FIN MULL CUP
15 F-1522-006 3'SLOTTED T-C€.IP ..............
16 F-1767-001 L-ANGLE 3" MULL CUP, STANDARD
17 1767-004 NC,LE 3" MULL CUP, FIN, LEFT
18 F-1767-004R L-ANGLE 3" MULL CUP, FIN, RIGHT
19 10 HEX WASHER HEAD TEK SCREW
20 10 FH TEK SCREW
LINE ITEMS NOT USED:
5.6, 12
USE WOOD SCREW SIZE (910 OR #12), SPECIFIED IN WINDOW UNIT- APPROVAL DOCUMENT
7rl6
1rd ..
Ilia"
I L,GGr t. _.Yi'Ts'
Ills' L. Y^+ t11 A' DRIP CAP S.1995
P iULL1L?,v WYEEd10F.
J' VE€T.y-w€ FLANt:F' ADAPT ER ',IBM
I
i
t s TOP%lIEW
2
2 V16
I
3
f
3'MULLSAR H•17SS
MULLON CLIP `. -I N7
V tV
e
t 1 t4i"
I7 1&}4iil
I n27176°
4i
A
I5CORE, BEND AND 5R7AK
TO ffEki4VE GiN fQR FRAM
ATTACHE3ENT TO MULL W
DETAJL A
TY"r'. PIN FRAME 3:1
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6D63-T6 UNLESS OTHERWISE NOTED
1 1WIW
I 2
4 t I-
1
as.
i
23?78"
2 114"
1t8"
471W -
F-1522 - 013
NEW CONSTRUC-19ON I FIN INSTALLATION
MULLBAR CUP"L" MULLBAR CLIP
F-1522-XXX) F-1767)XX}
7YANDOw 1
F-1522-013 F-1767-001 4r, mTTs 51
F-1522.OM F-1767-001 1 RW WJ 44TH AVE,
F-1522-013 F-1767-0D40R) OCALA, FLORIDA 34474
F-1522-013 F-1767-01144 AR)
w t. YaS'GG
RECOMMENDED F-1787901
F-1522-006 F•1767-0OS s PVC
MULLBAR
IMPAGr
ii ilC
I1t1 s CD
I
I h ti,5ITiT,
F•1522-003
RETRO I FLANGE CLIP
LUCAS A. TURNER. RE,
FL PE * 5R201
1239 JASARA AVE,
NORTH FORT, Ft 34288
PH, 941- 0.1674
BOM AND EXTRUSIONS
AD 0q/2711E
ow -83E A
aI iET
1:2 4 OF10
L^ ANGLE 3' MULL CLIP, FIN (LErO F-9797-W4L
LEM
L` ANaLE TMULL CUP, FIN (R€Gn F 737-00411
FRAMETYPE OPENING(
F_r 1767.xxxz-XXX)"
FLANGE
NEW F-1 -013 1767 (t01
RETRO F•1522.006 F-1767-001
HN
NEW F-1522-013 F•17 7-004(L8
RMO P-1522-913 F-1757-064(LE
Box
NEW NOT REGOMMENCED F-1767-001
R .iAO F-1 S22406 F-1767-0t)l
15V i2341 27)16.
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f
Vl0- THPU (€YY).—...w. h•... -t14^ THRU(YY6)
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3'
4 I
41 7M15
LUOAS A. TURNER, P.E.
L" ANGLE O'STANDARD MJ -CUP - F-1757-001 I
FL PE 4 58201
1239 JABAR?A AVE,
NORTH Pi3F iT, FL 34288
PK 941. %0-1574
EXTRUSIONS
ADE 09127112
GWS-S36 I A
SHEET
t i!OHIZONTAL MULL BAR'.ECT)ON?
FLANGE FRAME WINDOW
SEAL BEHIND FLA
PRIOR TO ATTAGI
TO MULLION
FIN WST SE REMOVI
WHERE W': MOV
GONNECTTO MU
A HORIZONTAL M LL BAR s
GJ FIN FRAME WINDOW
FIN MUST HE REMOVED e
WHE S WINN IVIE CONNECTTOMULL SEAL
BEHIND FLANGE._... SEAL
F INUl FLANCs£ (it, (SEE DETML S} PRIME TO ATTACHING 19 (SER nFTAIL B) PRICR
TO AT rAC HNG 1'0 MULLION TO %
R°.ILUON tE3 '
jam, .TICAL MUL EAFI SE t VERTICAL MULL BAR SEOTION FLANGE
FRAME WINDOW S FIAi FR ME JiN C3 t APPLY
SEAtANT ALONG Ft LENGTH
OF WEtd:..y FAA GROOVE
PRIOR TO ATTACHI GOA
WINDOW
SYSTEMS I
SIG Stet 44TH AVE, OCALA,
FLORIDA 34474 wwW.
cWs.cc PVC
MULL
BAR IMPACT
tag : %
YI Z
h
VFT[nALEQR90TAk MULL 13AR SECTION Gsox
FRAME w?r DO'01 APPLY SEALANT
ALONG FW1 _..—... .. LENGTH OF
MULLeAR GROOVE Ti PRIOR TO
ATTACHING DRI ADAF':OR
igt i„
Oni
t
DETAIL A
LUCAS A.
TURNER, P_E APPLY SEALANT
ALONG FULL LENGTH OF
NAULLSAR GROOVE 6'i 59.StSi PRIORTOATTAO'..
4INC RANGE 1239 ,1A APd,R AVE, ADAPTOR NO"
I PORT, FL 34288 c} P3i,
9A.`3-9574. LSECTION VIEWS
MULLS ADE
09127192
DETAIL C'$
Y 896 A W _ SHI".
IWT
1.2
6 0;, t D
SEE NOTE I
TOP VIEW
FIN FRAME
F KMLR.AR (H•1764;
7E SEPARATE APPROVAL FORPRGPRIATEDPGiARTS)
9
aN S ;
R 4` hAULLBAR (H-175P) _...
Y..
SEE SEPARATE APPROVA€, FOR -'` ..E ..
APPROPRIATE DP CHARTS)
SEE hdC1" z: 1 (7 X i t " VAX MaE DISTANCE _ . Ltiz". MAX EiJEi'E o!&TATdcE w'Y3
Z. Po
i 113.H'MAX EDGE DISTANCE _ ___._.t SEE NOTEt c?} _ %'0 STATE OF °date
oN14"
r7l 10'4- ........
SEE NOTES t 8 2 19; SEE NOTES 1 8 2 no
y,9`, SEE € OTES 1$ 2 SEE NOTE A 6 {5 EATCUP) -
y (
i EAICLIP) w }
1 EAJCLIP) ,1 SEE NOTE ( 1'
SEE N-TE 4 1p" 4971ZQ15
3- HORI2. TO 7 VERT. MULLEAR SECTION -t E..... C i B" HORIZ. TO 9" VEST, Mt3LLP..:AR SECTION r.._C d' H€ RIT. TO 3' VERT. MULL6AR SEC 7 J FLANC, Li.1GA , A. TUt fvEF3, , C
rE Fars itTfiC , i"a A iVTA6G F FL PF 4 5€ i
1239 JABAHA AVE.
NOTES; NORTH PORT, FL 34288
PH, 1-3E0-1574
1. SLIDE GLIP INTO LOCATION AND SECURE WITH ITEMS 19 (CITY 1) AND 20 (CITY 1), AS SEEEIIA"..
SHOWN ABDVF-
MON VIEWS
2, PRE -DRILLED HOLES (THR€1 KIV CUP l sv7 , BY THE INSTALLER MULL INT RSEC-1- NiSMAYBELOCATEDASNEEDEDWHILEMAINTAININGAMINIMUMCUPEDt3EDISTANCE
OF=2`ANDANUNIMU# CENTERTOOENTEASPACINGDFtta". TPRWaF'...............-,mAtP —
S. THE A13OVE SECTMS APPLY TO ALL MULLBAR-TO- ULUiAR CONNECTIONS, AD I. 09, 7112
REGARDLESS OF ORIENTATION (L&-. HORIZONTAL OR VERTICAL). THE FULL. LENGTH
MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL.
A
A. INTERIOR MULL ANCHOR ATTACHMENT SCREW THR€S VERTICAL. MULL INTO MULi.;) i _. C LIP, PRE -DRILL PILOT HOLE TH U ALL MATERIAL. 1 ` I T
EET
RpI
VrRMCAL MULLION
3 ;
OPENING `iING Ste:: -- , -»-, OPENING SIZE
TRANSOM V; ER TWIN
VERTICAL MULLION
Im
NOTES:
1 THE MULL BAR IN FOCUS FOR ANY GIVEN
CONFIGURATION ES SHOWN IN BOLD cr s 1 MTRANSOMOVERIRiPUE2, AN INTERSECTED MULL BAR HAS OTHER PULL
VERTCAL MULLION BARS ATTACHED TO IT €SHDWN IN DASHES) 1900 SW 44TH AVE.
THROUGH THE. USE OF MULL BAR CLIPS. AN CICALA, FLORIDA 34474
IN`fEP GrEDMULLBARWILLALWAYSBE WWW.CWS.CC
ATTACH ED TO THE SUBSTRATE AT SOTH ENDS.
T_ 3. NOM-INTERSECTED MULL BARS CAN BE ATTACHE4?
TO THE SUBSTRATE AND OTHEH MUI_i.. 53AFiS. ear PVC
za
iL.i BAR
a i IMPACT
P+— OPENING SIM, OPENING 517E F^--
Y"WIN TRIPLE TMN17TIME
ROR17ONTAL MULLION HORIZONTAL MUMON HORIZt7 TN M.1,1WON L
SIZE
i
Y_.
i^,........., -
MUL.L LENGTH -->. 1°---- MUU, LENGTH -4 MULL LENGTH --» TWIN+
TR€PLE VEFMCAL
MULLION S
c
I
OPENING &
M ----' HORIZONTAL
MULLION i
z
SINSLE( 2
TWIN a
1TRIPLE{ UNITS
6ELLY
VO ra---
MULL LENWH — le
AT
MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLSAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL faaa.16 DOCUMENTS,
FOLLOW THE ANCHOR SPACING AS INDICATED IN THE: WINDOW APPROVAL FOR AT TO WOOD SUBSTRATE„ USING A HEXWASHER HEAD TEK SCREW OF THE SAME SIZE. (#10 OR #12) AS THE f WOOD
SCREW INDICATED IN THE WINDOW APPROVAL, TEK SCREWS SHALL BE LONG ENOUGHTO ENSURE THREE (a) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 2. MULLCLIP
INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 9. 4f27d2015 L.UCAS
A.
TURNEER, P.E. 3. ALL MULL
CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS I,% CONTACT WITH PRESSURE TREATED FL PE # 58201 WOOD MUST BE
PROTECTED TO PREVENT REACTION. 1239JABARAAVE, NORTH PORT, FL
34288 4. INSTALLATION ANCHORS
SHALL BE IN ACCORDANCE WITH ANCHOR MANUFAC TURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT 9E USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH, 941-350-1 ST4 MINIMUM SPECIFIED IN
TABLE 1. SHEET 9. 4u TCF cRi i€u: 5, ANCHOR, EMBEDMENT
TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUGCC.D, FOR GONCRETE,CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. 1X BUCKS CONFIGURATIONS ANDARE OPTIONAL, ANCHORAGE NLYTESAMINIMUMCENTER -
TO -CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE -DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. canr:wrt Ey. - - IAT.. . -- 7, WOOD OR
MASONRY OPENINGS, SUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF SEOORD AND INSTALLED TO TRANSFER MIND LOADS TO THE STRUCTURE_ AIDE 09127112 SUBSTRATES
SHALL MEET
THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. Q a CWS 63Fx A
S. SEALING AND
FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOILLOWNG THE CURRENT VERSION Or THE REFERENCE DOCUMENTS: Scat FMA,AAMA IM(
FIN WINDOWS), FMAIAAMA 200;FLANGE WINDOWS), FMAA^IDMA 250(BOX WINDOWS), FLWA.AMA IDMA 300(EXTERIORDOORS) t.i MA'= B 1Q
E_
7- RETROFIT
MULL BAR CLIP
MULL BAR
INSTALLATION ANCHOR
SEE TABLE 1
OUTLINE .... _ ADD STRLJr;TLJRAI_ tLEMFNTS OUTSIDE ALONG
EXPOSEDOUTSIDEX*'CO AS REO'D TO MAKE LEVEL FOR
MULL BAR OUTSIDE EXPOSED
EDGE BY IN51'ALLER EDGE BY INSTALLER
PERIMETER SEALANT PERIMETER SEALAN°
SY NSTALLER MIN. EMBEDMENT BY INSTALLER
INSIDE AND OUT J ! SEE TABLE'S INSIDE AND OUT
SUBSTRATE. BY OTHERS.._........ SUBSTRATE BY OTHI
SEE TABLE SEE TABLE 1
MIN, EDGE DIST.
SEE TABLE ',
yb` VERTICAL$ECTICsN
TYPICAL FLANGE (RETRO FIT) ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION
TABLE 1: APPROVED MULL. CLIP INSTALLATION FASTENERS
SUBSTRATE TYPE ANCHOR TYPE! MIK EMBEDMENT MIN. EDGE DIST.
CONCR
O,CRETE (2.65 KSI MIN.) 3/19' ELCO ULTRACON 1-314" 1"
H0' 2
2XMIN. SOUTHERN PNE (G=0.55)
3116" TiW TAPCON
i-w 716"
OR ELCO ULTRACON
2XMIN. SOUTHERN PINE (0=0,55) 10 WOOD SCREW II-va" 718"
16 GAUGE (0.060') MIN. STEEL STUD 14-16 HILTI KWIK-FLEXOR RW FULL THREAD
33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU a.ON
7116'
110' ALUM. (&M-T5 MIN.) OR 10 GRADE 5 SELF -TAPPING J FULL THREAD
118" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125" 7116'
E--'i" AN('3LE MULL BAR CUP
TWO RECWM PER EACH ENV OF MULL
MULL BAR
INSTALLA710NANOHOR
SEE TABLE 1
ADD STRUCTURAL ELEMENTS
AS REO7D TO MAKE LEVEL FOR
MULL BAR
MIN. EMBEDMENT
SEE TABLE 1
MIN, EDGE DIST.
SEE TABLE 1
VERTICAL SECTION
8 TYPSCALFLANC}E(1'ANOLEjANCHORAGE
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION
NOTES;
I. BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME,
Z. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS
AFTER INSTALLATION.
i
3. RECESS RETRO MULLION CUP 318" MAX. FOR CLEARANCE OF WINDOW
UNIT AS NEEDED.
4. FOUR (4) ANCHORS REQUIRED PER MULL CLIP, SEE SHEETS 2-3.
THREE (3) ANCHORS REQUIRED PER "L" MULL CLIP, SEE SHEETS 2-3.
S. SEAT MULLION TIGHT TO MULL CLIP.
6. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW
SPECIFIC INSTALLATION DETAILS.
WINDOW SYSTEMS
19DO V01 44TH AVE.
OCALA, FLORIDA 34474
Will; W.GW S.CC
314 P c
MULL BAR
IMPACT
u m
sY;
1
j lll :
j z
i (
Iul
m .cc
i a
f f,:
si111613Jkttm.
4r27P2p15
LUCA.S A, TURNER, P.E,
FL PE * 56201
1239 JAHARA AVE.
NORTH PORT, FL 34266
PH. 941-380-1 j74
Bt Ft 00sumPTION:
INSTALLAT(OIN DETAILS
FLANGE
ADE 09f27?12
CWS-836 A
5 a3E; SHEET
12 9 OF 10
RET 90 FIT
MULL BARCLIP
INSTALLATION ANCHOR
SEE TABLE 1, SHT 0
V ANGLE CLIP
TWO RECID PER EACH END OF MULL
MULL BAR
INSTALLATION ANCHOR
SEE TABLE 1, SHT 9
SEALANTAI—E SEALANITALONGE
ou,rz!.DE 6ikiSEb OUTSIDE EXPOSED
EDGE BY INSTALLER EDGE BY INSTALLER
EXTERIOR FINISH WIN, EMBEDMENT EXTERIOR FINISH ;IN. EMBEDMENT5
BY OTHERS SEE TABLE 1, SHT 9 BY OTHERS T TIE 1, SHT 9
PERIMETER SEALANT
i 's
SEE TAB
PERIMETER SEALANT
BY INSTALLER BY INSTALLER
INSIDE AND OLF INSIDE AND OUT
SUBSTRATE SYOTHERS —..:' SUBSTRATE BY OTHERS SEE
TABLE SHT 9 SEE SHT 9 t, MIN,
EDGE DIST. MIN. EDGE DIST, F
VERTICAL SECTION SEE
TABLE 1, BHT 9 SEE TABLE 1, SHT 9 TYPICAL
FIN (RETA0 RFANCHORAGE » TYPICAL FIN (VANGLF) ANCHORAGE HEAD
AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION NOTES:
1.
SILL STOOL MUST SE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER
INSTALLATION, 2.
RECESS RETRO MULLION CLIP TV MAX. FOR CLEARANCE OF WINDOW UNIT
AS NEEDED. 3.
FOUR (4) ANCHORS REQUIRED PER *r MULL CLIP, SEE SHEETS 2-3L THREE (
3) ANCHORS REQUIRED PER -L- MULL CLIP, SEE SHEETS 2-3, 4.
SEAT MULLION TIGHT TO MULL CLAP. 5,
FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC
INSTALLATION DETAILS. WIN
DO W syrmmrS =Ze 1900
SW 44-11 AVE, OCALA.
FLOR!DA 34474 www.cws.
cc 3 FNC
MULL BAR
IMPACT 5:
m
27 LUCAS
A.
TURNER, P,E, FL PE
0 58201 NORTH PORT,
FL 34288 PH, 941-
380-11574 6pWffT —b
Lfflpfl INSTALLATION DETAILS
FIN 594
Vr— -
b-A-Ir—F.. - - - -- ADE 09127i99.
W.7, - --
cws-838
A WEE — ET
1:2
100F10
REQUIRED INSPECTION SEQUENCE
Bkl# 1-1 — 1 6`-,k
Min Lmax Itns ec$ion Descri $ion
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour, .
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Buildinz (Other)
Address: Zee` Le 1-1 P+- -A-r_.
lELECTRI CA a.TE RMi
Min Max I(ns eo$ion Description
Electric Underground*
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
2 i'S""A Y ram. _' 'kv R.1a' { L,rywR1atg,u4"ox'x-3:.C?a,Y ...; ix_+"4.,rn
Min Max Descri $lion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
I IECllp ld r Il.="1 1dflDV,
Min Max Inns ec$ilon Descri $ion
Mechanical Rough
Mechanical Final
min Max Desc i $ion
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014