HomeMy WebLinkAbout524 San Lanta Cir (2).tea
Job Address: 524 SAN LANTA CIR SANFORD, FL 32771
Parcel ID: 31-19-31-505-0000-1240
Type of Work: New ❑ Addition ❑ Alteration ❑
7— 7
MAR 0 t�1�
t CITY OF SANFORD
MAR O ZO18 ` BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: % `g -0 Z-7
Documented Construction Value: $ 8,800
Historic District: Yes ❑ No
Residential K Commercial ❑
Repair bg Demo ❑ Change of Use ❑ Move ❑
Description of Work: REPLACE 12 WINDOWS NON -IMPACT SIZE FOR SIZE.
Plan Review Contact Person:
Title: PERMIT MANAGER
Phone: 954-7924415x243 Fax: 407-4728380 Email: permits@fhaproducts.com
Property Owner Information G
Name BUTLER, CHRISTOPHER Phone: �O� - 5710 ' q� � `
Street: 524 SAN LANTA CIR
Resident of property? :
OWNER
City, State Zip: SANFORD, FL 32771
Contractor Information
Name FLORIDA HOME -IMPROVEMENT ASSOC. Phone: 954-7924415
Street: 3044 SW 42 ST Fax: 407-4728380
City, State Zip: HOLLYWOOD, FL. 33312 State License No.: CGC061890
Architect/Engineer Information
Name: N/A Phone: N/A
Street: N/A
Fax: N/A
City, St, Zip: N/A E-mail: N/A
Bonding Company: N/A Mortgage Lender: N/A
Address: N/A
Address: N/A
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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
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: 5" Edition (2014) Florida Building Code
Revised: June 30, 2015
Permit Application
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.
Acceptanceof permit- is verificationthat.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 with all applicable laws regulating construction and. zoning.
CA.- a-k 1?1 � M� ;
Signature of Owner/Agent Date Signature o Date
Arf-f 2,;J(_O
Pritrt Owner/Agents Name �
0
tore of tale of Florida Date S00 t`
ay PURL/0 * Go \Ss\
Owner/Agent is Personall; Kno
Produced ID Type of 0�4rF oF'�'
Name `\0go ��\G oeLO
�\'` Q\1 : �a op"
-State of Florida Date
TE
C3
,QuaQc Go�\�` lca5\"
o p"
a•
0
Contractor/Agent is _ _ Perpnallynawn ttt Ade or
Produced ID Type of fbr- °`
Permits Required: Building❑ 'Electrical 0 -Mechanical ® Plumbing[] Gas[] Roof 0
Construction Type:
Total Sq-Ft of -Bldg;
Occupancy Use:
Mn.-Occupancy Load:
New Construction: Electric # of Amps
]Fire Sprinkler Permit: Yes 0 No ® # of Heads
APPROVALS: ZONING: UTILITIES:
ENGINEERING:
FIRE:
.Flood.Zone:
# of Stories:
Plumbing - # of Mitures
Tire Alarm Permit: Yes[] 'No 0
WASTE WATER:
BUILDING: S • tom
Revised: June 3% 2015 Permit Application
SCPA Parcel View: 31-19-31-505-0000-1240 Page 1 of 2
CFA Property Record Card
P Parcel: 31-19-31-505-0000-1240
$EM7J0LtOWN" PLO Xo Property Address: 524 SAN LANTA CIR SANFORD, FL 32771
Value Summary
2018 Working
Values
2017 Certified
Values
Valuation Method
Cost/Market
Cost/Market
Number of Buildings
1
1
Depreciated Bldg Value
Depreciated EXFT Value
$74,234
$70,005
Land Value (Market)
$15,000
$15,000
Land Value Ag
Just/Market Value **
$89,234
$85,005
Portability Adj
Save Our Homes Adj
$17,553
$14,798
Amendment 1 Adj
$0
P&G Adj
$0
$0
Assessed Value
$71,681
$70,207
Tax Amount without SOH:
2017 Tax Bill Amount
Tax Estimator
Save Our Homes Savings:
Taxing Authority
Assessment Value Exempt Values
Taxable Value
County General Fund
Schools _
$71,681 $46,681
$71,681 $25,000
$25,000
$46,681
g
City Sanford ^�
$71,681 $46,681
$25,000
SJWM(Saint Johns Water Management)
County Bonds
$71,681�� $46,681
I $71,681 _ $46,681
$25,000
$25,000
Description
Date
Book
Page
Amount Qualified
Vac/Imp
WARRANTY DEED
WARRANTY DEED
7/1/2003
3/1/1980
104975
01273
10802
0796
$75,000 Yes
I $30,100 Yes
Improved
Improved
WARRANTY DEED
� 3/1/1980 n _
113 11 r
_
1445
.......E.._Hw.�..�.�.n-
! $301100 No
mm�
Improved
Method
Frontage Depth
Units
Units Price
Land Value
LOT
0.00 1
0,001
1
$15,000.00
I $15,000
IS bea/barn
count Incorreci!
DICK Here.
#
Description
Year Built
Fixtures Bed Bath Base Area Total SF
Living SF
Ext Wall
Adj Value Repl Value Appendages
Actual/Effective
1
SINGLE
1973
6 3 2_0 1,026 I 1,749
1
1,531
BRICK+WOOD
$74,234 $97,676
Description
Area
I FAMILY
E
COMBO
180.00
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THIS INSTRUMENT PREPARED BY:
Name: BARBARA ESPARZA
Address: FLORIDA OME IMPROVEMENT ASSOC.
8034 SUNPORT DR.1f401. ORLANDO, FL. 328
State of Florida
County of Seminole
Permit Number:
ii
UERI.'6 v 2Li18ii?3ii t
i:.l. II1.IiCi Ii:l.:.'i d:i.t_trilif
K_'':
Parcel ID Number: 31-19-31-505-0000-1240
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 Commencement
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
LOT 124 SAN LANTA 3RD SECTS 13 PG 75
524 SAN LANTA CIR SANFORD FL 32771
GENERAL DESCRIPTION OF IMPROVEMENT:
WINDOWS
OWNER INFORMATION:
Name: BUTLER, CHRISTOPHER
Address: 524 SAN LANTA CIR SANFORD, FL 32771
Fee Simple Title Holder (if other than owner) Name. n/a
Address: n/a
CONTRACTOR:
Name: 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 713.13(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 -Date of Notice of Commencement (The errpWon date is i-year from date of recording unless a
different date Is specified)
WARNING W 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 COMMENCINGWORK OR -RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that t have read the foregoing and that the facts stated in it are true
to the "t of my knowledge and belief.
Owrwes Signature Omars Prided Name
Florida Stature 713.13(1xg): ' The owner must sign the notice of oanmencement arof no one else may be pa rnitted to sign In his or herstead'
State of County of
The fol oing in mine was acknowledged before me this Z 'b day of v , 26 �0, L e
N
by ! Y" l Who is personalty known to md'
of person making atatement
OR who has produced Identification ❑ type of identification produced: J 0,4�1
Paul Norman
�PaYPVb Notary Public r Nalaryre�P
10
State of Florida
� 9'-0 OF F`r � � My Commission Expires 3/10/2020
Commission No. FF 970481
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, bake Mary, Longwoo , Sanfor ,
Seminole County, Winter Springs
Date:
I hereby name and appoint: LUIS COLLAZO AND MERCEDES COLLAZO
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):
IN The specific permit and application for work located at:
524 SAN LANTA CIR SANFORD FL 32771
(Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: WAYNE T. BURNETT
State Licens
Signature of
STATE OF
COUNTY C
The f egoing instrument was acknowledged before me this 2 b day of FG,6 ,
200 , by WAYNE T. BURNETT who i onally known
to me or o who has produced as
identification and who did (did not) take an oath.
(Notary Seal)
Paul Norman
pY PV Notary Public
0�P State of Florida
�9 OF F,Oo My Commission Expires 311012020
Commission No. FF 97WI
(Rev. 08.12)
q'611 0171411
Print or type name
Notary Public - State of �G
Commission No.
My Commission Expires: /6 1711
io:roduct Approval
' pp! o Specification a m
AML
Permit #
# 1 8- 1 1 2 7 sa�lFORo
ARTM���
Project Location Address_ 524 San Lanta Cir, San or , FL 32771
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.floridabuilding.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
SANFORD B ILDI
NIG DIVISION
Swinging REVIEWED
FOR CODE COMPLIANCE
A PERMIT ISSUED SHALL BE
ONSTRUED TO BE A
Slidin
LICENSE TO PROCEED WITH T
1E
Sectional
ASIDE ANY OF THE PROVISIO1
S OF THE TECHNICAL
Roll U
CODES, NOR SHALL
THEREAFTER
Automatic
REQUIRING A CORRECTION
OF ERRORS IN PLANS,
Other
2. Windows
Single Hung
CWS
8100
FL4091.1
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
, Category / Subcategory
Manufacturer
Product
Description
Florida Approval #
(includin 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/ Su6category
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 Signature
Applicant's Name WAYNE T. BURNETT
(Please Print)
June 2014
a firfi
1/4/2018
Florida Building Code Online
........... r
!i �
IIAwl
3
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st
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;.�3an
q
EMS Home ; Log In User Registration Hot Topics Submit Surcharge Slats &Facts
Publications FBC Staff -I. BCIS Site Map Links- '', Search
��D1"IaG
d, 41 Product. Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
E g/5 Y ,✓±F 3
3, FL k FL4091 RS
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative
Arturo Monteverde
Address/Phone/Email
1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext221
amonteverde@cws.cc
Category
Windows
Subcategory
Singie Hung
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 07/2.1/2020
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL4091 R8 COI EvalReoort154F;odf
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
PA TAS 202 1994
Equivalence of Product Standards
Certified By
htto://www.floridabuildina.arci/or/or aoo dtl.asox?oaram=wGEVXQwtDquz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 113
1/4/2018
Florida Building Code Online
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
FL
4091.1
Method 1 Option D
09/26/2017
09/29/2017
10/08/2017
12/12/2017
# Model, Number or Name
Description
- - -- . —
- - - - - --
SH-8100
8100 Vinyl Flange/Fin Frame Single Hung
-
Installation Instructions
Limf sofUse
Approved for use in HVHZ: No j
FL4091 R8 II CWS-1546pdf
i Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +50/-50
Evaluation Reports
Other: SH-8100, Max. size 53.125" x 76". Glass complies
FL4091 R8 AE EvalReport154F.odf
with ASTM E1300-04.
Created by Independent Third Party: Yes I
_. _ ...- .................... _._._.—
- _ _ - -
4091.2 ( SH-8100
SH-8100 Vinyl Single Hung Non Impact. -
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL4091 R$ Ii CWS-485C.pdf
Approved for use outside HVHZ: Yes i
i
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: Yes
Impact Resistant: No
I Design Pressure: N/A
Evaluation Reports
Other: SH-8100 Vinyl Single Hung, OX, Max. size 52" x 71",
FL4091 R8 AE EvalReport485C'.pdf
see installation dwgs for DP. Glass complies with ASTM E1300
Created by Independent Third Party: ' Yes
I
04.
_......_ ................. ...-... - --
- - -
4091.3
---
SH-8100 Continuous Head & Sill I
SH 8100 Vinyl Single Hung Continuous Head & Sill, Non
I-
Impact
- -- - -- —�—_ _
- - --
Limits of Use
Installation Instructions
FL4091 R8 II CWS-442C.Ddf
i Approved for use in HVHZ: No
I Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: SH-8100 Cont. Hd. & Sill, Max. size 72 7/8" x 61 3/4",
FL4091 R8 AE EvalRgport442C.pdf
DP +67.5/-70 psf. Glass complies with ASTM E1300-04.
1 Created by Independent Third Party Yes
-
- _ .... .._.. T-_ _... —. __
.._
..
4091.4 �SH-8100 Continuous Head & Sill
SH 8100 Vinyl Single Hung Cont. Head & Sill, Non -Impact_ i
of Use
Installation Instructions
!Limits
I Approved for use in HVHZ: No
FL4091 R8 II CWS-492C.Ddl
1 Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: SH-8100 Cont. Hd. & Sill, Max, size 74 1/8" x 72", see
FL4091 R8 AE EvalRepor1:492C,ndf
chart on installation dwgs. for DP. Glass complies with ASTM
Created by Independent Third Party: Yes ;
#E1300-04.
{
r4091.5 SH-8100 Oriel
8100 Vinyl Single Hung Oriel w/ HD Meet. Rail
Limits of
Installation Instructions
Approved for use in HVHZ: No
FL4091 R8 II CWS-293D.pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +60/-60
Evaluation Reports
Other: SH-8100, Max. size S2" x 96", Oriel. Glass complies
1 FL4091 R8 AE EvalReport293D.tidf
with ASTM E1300-04.
1 Created by Independent Third Party: Yes J
Contact Us 2601 Blair Stone Road Tallahassee FL 32399 Phone, 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida. law, email addresses are public records. If you do not want your e-mail address released inresponseto 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
htirl•/lwww.flnridahuildino.ora/Dr/or aoD dti.asox?param=wGEVXQwtDquz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 2/3
1/4/2018
Florida Building Code Online
455.275(1),. Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. mustprovide the Department with an email address if they have
one. The emails provided maybe used for officialcommunication with the licensee, However email addresses arepublic 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:
Credit Card
Safe
httD://www.floridabuildina.ora/or/i)r apo dtl.aspx?param=wGEVXQwtDquz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 3/3
RNER1 V ,
ENGINEERING &
CONSULTING, INC.
1.239 Jabara Ave.
r North PortAFL _34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 154F
August 28, 2017
Product Description: Series 8100 PVC Single Hung Window, Non Impact, 53 1/8" x 76" unit
size, 54 3/8" x 77 1 /4" flange size
Manufacturer: Custom Window Systems, Inc. 1900 SW 44"' 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 6t" Edition (2017) Florida Building Code outside the High Velocity
Hurricane Zone. The product testing standards performedare 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-154F, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3809-1 and -1A, from. National Certified Testing Laboratories,
Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: AAMA/WDMA/CSA 101/l.S.2/A440-08
4) Supplemental Calculations to support CWS-154F, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS-154F.
Limitations of Use: This product:
® May be used in the configurations and sizes and with daylight openings as indicated in
CWS-154F
® Achieves design pressures as indicated in comparative analysis table in CWS-154F
• 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-I54F
® Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-I54F
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 comlaany 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.
trr�t�t.
`"NJ%tiiltLucas
41 .
- ` 1• No 582201' ' 8/28/20.175
Turner
` ` = * f Lucas A. Turner, P.E.
2017-08-30
,�
15:58+20:00•,
= FL PE #58201.
STATE Or w
A'_
SINGLE HUNG - NON -IMPACT
(SHOWN W/DIFFERENT OPTIONS)
54 318"
MAX OVERALL
54 3f—^"
FLANGE WIDTH
MAX OVERALL
531/8' --�
FLANGE WIDTH
MAX. UNIT WIDTH
48 1
-MAX. UNIT WIDTH
GLASS DLO
`t A
GLASS DLO
T
I
33 5116" 69 1/2'
O I I
GLASS MAX
DLO OVERALL
33 5/16'
B
B FLANGE
O
GLASS
HEIGHT
DLO
.I--
1 §8
I
HT
MAX
UNIT
�
f
3611116"
+
HEIGHT
MAX.
SASH
/� I
33
5 GLASS 3�A3/Y16
�/
X
26 7/8"
HEIGHT
n I
DLO SASH
A
GLASS
A
A i C
6 �
465116" ---i r— 465/16"
GLASS DLO GLASS DLO
EQUAL SPLIT 5 HI SASH ORIEL
`_— 54 3/6"
MAX OVERALL
FLANGE W IDTH
53 1{8'
MAX. UNIT WIDTH
r- 48 15116"
GLASS DLO��
63 5/16" 1
MAX
OVERALL
133 5/16'
FLANGE
O
GLASS
HEIGHT
DLO
62 1116"
MAX
UNIT
—r
HEIGHT 24"
2011116'
SASH
X
GL11 ASS
E--
46 5116' --!
GLASS OLO
60/40
SPLIT ORIEL
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS....,1
DP CHARTS & GLAZING DETAIL........2
SECTION VIEWS& ALT, FRAME
EXTRUSIONS & B.O.M........................A
ANCHOR SCHEDULE & NOTES ..........
5.
INSTALLATION DETAILS.....................6.
GENERAL NOTES:
//'S799®08-
t IWINDOW
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBQ. CURRENT
EDITION.
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
2, GLAZING OPTIONS:. (SEE SHEET 2)
W W W.CWS'.CC
3. CONFIGURATIONS: "O/X".
8100 PVC
4, DESIGN PRESSURE RATING (SEE SHEET 2):
SINGLE HUNG
NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
NON -IMPACT
-POSITIVE. DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS. TABLES
ASTM E-1300-04e01/09.
<
z `t
5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED
z
w
-0
w , 0 < w
z x z I, -
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
°
z 0
R 3
§.z
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
w Q
ANCHOR. CALCULATIONS,
Z
z= m`< x W p O
0
0f-06<x,w
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
p
0 co� z z F j CL
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
7�
O Z U� z.co
U
7. ALL FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT
}'
U
< y O.w O Oi O z
L)
USED AT FIXED MEETING RAIL AND JAMB.
<
- p
F 10
w
OT (0011jow
8. SERIES / MODEL DESIGNATION SH-8100.
a
z = w 0: O _ �
9..THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
p
r-0. �>-
wax
x w m w
~ a C
X= OPERABLE SASH, O= FIXED SASH
a
a
10. ALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
Etv
uREt..
LOCATION,
,`}�`P............
E N
11, EXTERNAL WEEP SLOT= 1/2" x 2-1/2" LOCATED 4" FROM BOTH ENDS.
N- 58201
P : STATE OF
0
",TF,F40R
Lucas
qr..\�.��
G.
Turner
%SS.ONP.�
2017-08-30
17:10+20:00
CONFIG.
MAX. UNIT SIZE
DESIGN PRESSURE RATING
IMPACT RATING
EQUAL
53-1/8" x 76"
SEE COMPARATIVE ANALYSIS
CHART, SHEET 2
NONE
5 HI ORIEL
53-1/8" x 68-1/4"
NONE
60/40 ORIEL
53-1/8" x 62-1/16"
NONE
`�
8/28/2017
LUCAS A, TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941.380-1574
GENERAL NOTES AND
ELEVATIONS
BAT 04/29/08
VG G: REV.:
CWS-154 F
:ALE: SHEET
1:33.33 1 OF 6
i,
Design Pressures (PSF) with Glass Types A, B, C, Or
Unit
Sash
Unit Widths (in.)
Heights (in.)
Heights (in.)
23 1/2
27 1/2
29 1/2
31 1/2
1 35 1/2
39 1/2
41 1/2
43 1/2
47 1/2
51 1/2
53 1/8
35 1/2
17
+50 / -75
+50 / -75
+SO / -75
+50 / -75
1 +50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
39 1/2
19
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50/ -75
41 1/2
20
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -73.1
43 1/2
21
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -73 A
+50 / -70.6
47 1/2
23
+50 / -75
+50 / -75
+SO / -75
+50 / -75
+50 / -75
1 +50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -68.9
+50 / -66.2
51 1/2
25
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -72.7
+SO / -65.2
+50 / -62.6
53 1/2
26
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50 / -71
+50 / -63.6
+50 / -61
55 1/2
27
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-69.5
+50/-62.1
+50/-59.5
59 1/2
29
+50 / -75.
+50 / -75
+50 / -75
+50/ -75
+50 / -75
+50 / -75
+50 / -75
+50 / -75
+50/ -66.8
+50 / -59.5
+50 / -57
63 1/2
31
+50/-75
+50/-72.9
+50/-72
+50/-71.6
+50/-71.6
+50/-71.6
+50/-71.6
+50/-71.6
+50/-64.6
+50/-57.3
+50/-54.8
65 1/2
32
+50/ -73.2
+50 / -69.1
+50 / -68
+50 / -67.4
+50 / -67.3
+50 / -67.3
+50 / -67.3
+50 / -67.3
+50 / -63.6
+50 / -56.4
+50 / -53.9
67 1/2
33
+50 / -69.8
+50 / -65.6
+50 / -64.4
+50 / -63.7
+50 / -63.4
+50 / -63.4
+50 / -63.4
+50/ -63.4
+50 / -62.7
+50 / -55.5
+50 / -53
71 1/2
35
+50 / -64
+50 / -59.7
+50 / -58.3
+50 / -57.3
+50 / -56.5
+50 / -56.5
+50 / -56.5
+50 / -56.5
+50 / -56.5
+50 / -53.9
+50 / -51.5
74 3/4
36 5/8
+50/-59.9
+50/-55.6
+50/-S4.1
+50/-53
+50/-51.8
+50/-51.7
+50/-51.7
+50/-51.7
+50/-51.7
+50/-51.7
+
76
37 1/4
+50 / -58.5
+50 / -54.1
+50 / -52.6
+50 / -51.5
+50 / -50.2
+50 / -50
+50 / - SO
+50 / -50
+50 /-50
+50 / -50
+50 / -50
7/8" OVERALL 718" OVERALL 7/8' OVERALL-i-7/8' OVERALL
116" ANNEALED - �3116" ANNEALED �" +-118" TEMPERED - 3116' TEMPERED
518" AIR SPACE 112" AIRSPACE 5/8" AIR SPACE 12- AIRSPACE
118" ANNEALED �3/16" ANNEALED 118" TEMPERED - i -3/16" TEMPERED
SIKAFLEX 552 OR I SIKAFLEX 552 OR SIKAFLEX 552 OR
SIKAFLEX 552 OR PURFECT GLAZE"H' 46 PURFECT GLAZE"H" 46 PURFECT GLAZE'H'
46
PURFECT GLAZE"H"
VF'f2 GLASS BITE j t/2' GLASS BITE I "� 112" GLASS BITE I 1!2" GLASS BITE
GLASS TYPE A
NOTE:
IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE.
GLASS TYPE B
GLASS TYPE C
L
GLASS TYPE D
gum'
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA. 34474
1NWIN,CWS.CC
8100 PVC j
SINGLE HUNG
NON -IMPACT
a z 3 ¢z3
z WJQ <-,wo
w zOz Crt_t
0 z c03>-OD=�m
u 1-w. ZF-3m=
O OII--,.0Z6<mOD
U UtnF'a�u~ia
z oo:) � n
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OREw/T r
ENgt�L'A'1��
'w No 58201 • F�
3,% STATE OF :40z
',,S70NA 4"'���
ly_ '�:n
8/28/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PART, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
COMPARATIVE ANALYSIS
AND GLAZING DETAILS
DRA:NN BY: DATE:
BAT 04/29/08
DWG#: REV.:
CWS-154 F
SHEET
t:1 20F6
INTERIOR 900 WIN�44TH SYSTEAVEMS
OCALA. FLORIDA 34474
www.cws.cc-
i a5 32 _ 54 12 3 13 35 32® 45
T 8100 PVC
SINGLE HUNG
Lo NON -IMPACT
45' Q Z a Z 3
owp ¢moo
z a�3>o�3m
u. i4 331 � Z Z=iQ�wpp
t5 53 1� 65 6E �6�19 L4 O OF-O�ja=ram
SECTION B-B p Z`noZZFaw
53— NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, < a �-O OD z
RIGHT SIDE SHOWS SASH SECTION VIEW.
w 00DLL i w
ZTww p�u, �
14 ` 39 _~� wO. L.0
40 2 a �3a
7 8
71 �'�
INTERIOR `�� `� pE7a
No 58201
STATE- OF :�4'`
29
SS�ONAL-
1s
46� z Z
`o S/2S/2017 3
t8 3 _ LUCAS A. TURNER, P,E. "
3'J FL PE # 56201
G D 1239 JABARA AVE,
30 NORTH PORT, FL 3428E
405 PH. 94.1--380-1574
a SECTION C'.-C SHEET DESCRIPTION:
ALTERNATEFIN FRAME
SECTION A -A SECTION VIEWS
DRAWN BY: DATE:
BAT 04/29/08
DWGq: REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-154 F
20, 23. 25-26, 31, 36, 37, 44, 51=52, 55-56,.64, 67-68 SCALE: SHEET
1:2 3 OF 6
i, w/Flg.. PVC, Sill
Nlikmn
Vinyl
i I
_
3Ins
9116"
O
I
t
PVC FRAME FIN
H-6026
`' 3116"-j
IKH_6031
, w/Fig., PVC, L. Jb,
Mikron
Viny l
i, Fig., PVC, R. Jb.
Mikron
Vinyl
=xd.
Keymark
Alum
Rail, PVC.
Mikron
Vinyl
Meet. Rail
Keymark
Alum
n Rail, PVC
Mikron
Vinyl
op/Bot. Rail
Mikron
Vinyl
:./S.S.R
Keymark
Alum
3",Fxd., Horiz.
Mikron
Vinyl
3",Fxd., Vert.
Mikron
Vinyl
3",Sash, Horiz.
Mikron
Vinyl
3",Sash, Vert.
Mikron
Vinyl
., w/Nib, PVC, Horiz.
Mikron
Vinyl
., PVC, Vert.
Mikron
Vinyl
Filler, PVC, Vert.
-Mikron
Vinyl
BSIPVC
BSI
PlasticPd,
SSact,
PVC
Interlolck
PVC
Interlock
l Zamac,w/
Flap
Geer
Plastic
0 x .187 back FinSeal, Gray
Ullrafab
0 x .187 back: FinSeal, Gray
Ultrafab
0 x .187 back-FinSeal, Gray
Ultrafab
N Y=3/btl A0XU"""'"`"'""J nuu l.ity .� ,
39 P�4051W #8 x 1-.250 Ph FHTEK, -Whl. Hub City Steel
40 P-4264 1#8 x 3M FH PH w/#6 Head, TEK,. Wht Hub City Steel
44 1 P-3342 ISeam Sealer, SM-5504 i Schnee
46 P3436 SiKatleX JbG or runect Ulaze rr aiKamenKei
48 1-3 2 Set. Blk., 85 Our., 1/B" x 5/8" z 2" Lg, F. Lowe Rubber
51 P-3681 ITemporary LN.(NFRC/DP)
52 1 P-3613 ICWS Lbl. (logo) Pro Label
k
5116"---t
109
l— 1116•
PVC SCREEN SUPPORT
S-6014
i g
1'
REINF. SASH MTG. RAIL
H-1497
�f5/16"--{
1 5I16"
PVC SASH BTM. RAIL
H-6028
1 3116`
1ft6'
t
PVC SASH SIDE RAIL
H-6004
111��
,2"
F 18
L /is"
PVC SCREEN CATCH
S-6013
3I76'
13
1116"
REINF. SBR/SSR
S-1498
67 j P3029 IScreen Pull Tab
Summit
Alum
1/2'
N P-3033 Screen Spring, SS
69 H302b Main Fr., SH, w/Fin., PVC
FI. Screen
Mikron
SS
Vinyl
3116"1 I 3"---�
70 1 P-3113 IScrew Support for PVC
T. Plastics
Nylon
_
T-�
71 S-6063 Fixed. Rail Cover
Mikron
Vinyl
SCREW SUPPORT
P-3113
LINE ITEMS NOT USED:
NOTE: ALL EXTRUSIONS
ARE ALUMINUM
6063-T6 UNLESS OTHERWISE NOTED.
6-7, 11, 21-23. 29, 31. 41-43. 47, 49-50, 57-61
777--- (-- 2 3116" —
i � B
1 516"
1116'
i
PVC SASH MTG. RAIL
H-6027
Ft 1/2`
i 05,
IJ
2 1/8" - — 1/16-
{I
1I6"
FIXED MTG. RAIL
H-1836
i..-_ -_13116'
L irt6'
PVC SASH STOP
S-6029
v4" — r
'�� 14
7/8" 7
L_ 16
1
PVC GLAZING BEAD
S-6064
9/16`
T_ V
PVC FIXED RAIL COVER
S-6063
FRAME CORNER
CONSTRUCTION
CORNER WELD
(ALL SIDES)
1:8
37
FIXED MEETING RAIL
SCREWED TOGETHER WITH
OUTERFRAME
1:6
05010M.
WINDOW SYSTEMS
1900 SW 44Dh AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
NON -IMPACT
Qzo
F- pW0 <Wzw
z uj�oz0z Qtzw
o ;wcW;i>-0M3:E
z zi�a�3'zx
O O1- <x'M
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If
` JVPS.��GE1Jg� G"Q2� i
No 582D1 :1 =
O: TAT E F ,ice
S/28/2017
I LUCASA. TURNER, P.E.
FL PE # 58201
1239JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
BOM AND EXTRUSIONS
BAT 04/29/08
VG n: REv.:
CWS-154 F
ALE: SHEET
1:8 4OF6,
j?" MAX.O.0
6' MAX. (TYF
6" MAX. (TYF
IQ:
MAX. O.C.
(TYP.)
4- (TYP)
4- (TYP)
ANCHORLAYOUT- (FLANGE)
0TE 2
4" MAX. (TYP)
4- MAX. (TYP.)
>TE 2
WINDOW SYSTEMS L
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
e" NON -IMPACT
MAX O.C. O
(TYP.)
z �: ¢z�
INSTALLATION Z -W � Q Q k Z Q
THRU FRAME ANCHOR ANCHORS TYP. w Z O 2'-- W — — H
MEETING RAIL AT FIXED MEETING RAIL 0 Q. co� >.O CC � m
CENTERLINE (TYP.) Z Z= g Q K 3 E _'
O O r 0 ¢ _ � Z:
U 00n -Z0-
O Z— U)— Z F O y
X Z O_ O O U—
F-Z.O VLL�pOw,z
NSTALLATION cr 2. Q O F-
ANCHORS TYP. /X ccF} j 3 O 2
lT w uZ O_ 00 U)i �
a
ANCHOR LAYOUT - (FIN)
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS. HEAD.
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED,
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1, SHEET 6.
C.Pc'SAG Eli
No 58201'��
STATE OF :'W
'z'7__'
8/28/2017
LUCAS A. TURNER, RE.
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
BE PROTECTED TO PREVENT REACTION.
1239 Al
39 JABARA RA 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
PH. 941-380-1574
SPECIFIED IN TABLE 1. SHEET 6.
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 - 1X BUCKS ARE
ANCHOR SCHEDULE At
OPTIONAL.
NOTES
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1' FOR WOOD AND METAL.
oRAwN ev:
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.
BAT
�.ATE;
04/29/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
GWG#:
REV.:
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: I
CWS-154 F
FIANAAMA 100(FIN WINDOWS). FMA/AAMA200(FLANGE. WINDOWS), FMA/WDMA250(BOXWINDOWS),FMAIAAMA°NDMA300(EXTERIOR DOORS) SCALE` .SHEET
1`:25 5 OF 6
MIN. EMBEDMENT i / ( ?•I /7CN77�fTSN)'L/�{/�
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE �Llib(1'dvCY UUC% f�l ��/jl�
I� BY OTHERS WINDOW✓ SYSTEMS
MIN, EDGE DIST. 1/4' MAX SHIM --I SEE TABLE 1 MIN. EDGE DIST. — SUBSTRATE
—,—SEE TABLE t - SEE TABLE 1 BY OTHERS OCA A, FLORIDA AVE.
I 114" MAX. SHIM SEE TABLE i wWW. WS.CC 34474
� SUBSTRATE BY OTHERS-� � I � WWW.CWS.CC
SEE TABLE 1 1� o MIN. EDGE DIST,
MIN. EMBEDMENT
SEE TABLET
SEE TABLET
PERIMETERSEALANT1- 8100 PVC
BY INSTALLER j INSTALLATION ANCHOR -
INS IDEAND OUT SEE TABLE I SINGLE HUNG
SEALANT BEHIND T MIN. EMBEDMENT
FLANGE BY INSTALLER 1!4" MAX. SHIM ( SEE TABLE 1 NON -IMPACT
PERIMETER SEALANT Z o J o Q I W- 121 W
LSEAILANT
PERIMETER SEALANT nBYINSTALLER w ZOZ (r- BY INSTALLER .mINSIDE AND OUT 0 HW 3 ZO��SINSIDE.AND OUT INSTALLATION ANCHOR Z Z=M6OfW00
BEHIND SEE TABLE 1 O O 1- 0,3 Q.= ♦-
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND 0 O In N Z d ~ In (-
SEE TABLE 1 FIN BY INSTALLER Z z C7 0_ Z I-- U N
g HORIZONTAL SECTION C_ HORIZONTAL SECTION: Q 1• Z u g O 0 u 0
6 TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE ry 3 O I= I=- Z Z
HEAD AND SILL SIMILAR FOR FIN INSTALLATION � } L) 3: O
SEALANT BEHIND -
FLANGE BY INSTALLER
PERIMETER SEALANT -
BYINSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
114' MAX. SHIM
MIN. EMBED!
SEE TABLE 1
—MIN. EDGE DIST.
SEE TABLE 1
SECTION.
SILL ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
FRAME TYPE
SUBSTRATE. TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
FLANGE
CONCRETE (2.0 KSI MIN.)
3/16' ITW TAPCON
1"
1-1/8"
FLANGE
2„
NGE
CONCRETE (2.85 KSI MIN.)
3116" ELCO ULTRACON
7"
1"
FLANGE
GHITIT
-
FLANGE
2XMIN. SOUTHERN PINE (G=0.55)
3/16" ITW TAPCON
1-3/8"
7/8"
OR ELCO ULTRACON
FLANGE
12XMIN. SOUTHERN PINE(G=0.55)
10 WOOD SCREW
1.3/8"
7/8"
16 GAUGE (0.0(30") MIN. STEEL STUD
!t10-1fi HILTI KW IK-FLEX OR ITW
FULL THREAD
7/16"
FLANGE
(33 KSI YIELD MIN)
TEKS SELF -DRILLING SCREW
THRU 0.060"
1/8 ALUM. (6063-T5 MIN.) OR
910 GRADE 5 SELF -TAPPING /
FULL THREAD
7/16'
FLANGE
1/8".STEEL (33 KSI MIN.)
DRILLING SCREW
THRU 0.125"
FIN
2XMIN, SOUTHERN PINE (G=0.55)
1910 WOOD SCREW
1-1/2"
1/2'
W
Ft
0u0 W0Q�U H
0
w a0 aOx2>
a
X a r3a"'
N o 58201 .9 —
�O•. STATE OF :•u/�
t
y
O
9/28/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
PERIMETER SEALANT---
1239 JABARA AVE.
BY INSTALLER
NORTH PORT, FL 34288
INSIDE AND OUT
HORIZONTAL SECTION
PH. 941-380-1574
6 BOX FRAME INSTALLATION
SHEET DESCRIPTION:
SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
INSTALLATION DETAILS
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
DRAWN BY:
DATE:
BAT
04/29/08
- PAIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
DWGS:
REV.: -
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
CWS-154 `
F
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
SCALE:
SHEET
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