99 Long Leaf Pine Cir; 18-4065; windowsCITY OF
SEP 2 201 KR DSkNFA PERMIT APPLICATION
BUILDING DIVISION
Application No: - LAO
1
Documented Construction Value: $_ITS o • '
l
Job Address: Lao P Lima C I r Historic District: Yes / No
Parcel ID: t1-- 20 - W -1!01^ QQX - 0ge0 Residential Commercial
Type of Work: New Addition Alteration WRepairEl Demo Change of Use Move
Description of Work: RcPL^Ce W Qe a7 5 lZ -10R, 5IZF
Plan Review Contact Person: &kA ZA J Title:
Phone: 71 RL o' i 15 Fax: Email:a P t10 tll RM TC9r s r,
Property Owner Information
Name Y' iynw1-/ Phone: 576 -453 47It 7
Street: m ta& Resident of property?:
City, State Zip: 6ANQa 3 1 ]
Contractor Information
Name LOOJc 5 YaE (mao
Street: X 'T 6Lo3 City,
State Zip: ,39_515: Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Phone:
7 Z -536 -If 17b Fax:
State
License No.: / f a f 177 Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
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. 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 in this jurisdiction. I 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: 6" Edition (2017) Florida Building Code
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 infor ation 1s cu ate and that all work will be
done in compliance with all applicable laws regulating construction an( g.
Signature of Owner/Agent Date Si tore of C t/ractor/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
int ontractorIAWnt's Name
Signature N tary-State of Florida Date(
o ry Public State of Florida
Contractor/Ag i 9ftz M&u) M r
Produced ID of paf"61ro7n022
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 7,q
REQUIRED INSPECTION SEQUENCE
M70u
i u7j l i dY1GNG PEPM, r j --
1Y[1 iffi 1(IIAs!>tIl®IIIl ](Des cIl'Il >tIl®IlIl.
Footer / Setback
Stemwall
Foundation / Form Board. Survey
Slab /'Mono Slab Pre our
Lintel / Tie Beam / FilI / Down Cell
Sheathing , Walls
Sheathing ! Roof -
Roof Dry In
Frame
Insulation. Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof .f.
Final Stucco /,Siding
Insulation Final
Final Utility; Bui ding-
Final Door
Final Window -
Final Screen Room
Final. Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single iF'amil'y: Residence
Final. Building Other
If[nun Max Inns eetion pDeserip ti®n
Electric. Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Niffi I Max
d
Ht:ki.
ImsIlDectionn llDeseu Plumbing
Underground p Plumbing
Sewer Plumbing
Tub Set Plumbing -
Final t
Ilffi
Max inns ection Description Mechanical
Rough Mechanical.
Final t.
Win
max etionn.IlDescri tIl®ffi Gas
Underground Gas
Rough Gas
Final REVISED:
June 2014 i
9/25/2018 SCPA Parcel View: 11-20-30-509-0000-0900
Property Record Card
Parcel: 11-20-30-509-0000-0900
Property Address: 99 LONG LEAF PINE CT SANFORD, FL 32771
Value Summary
2018 Working 2017 Certified
Values Values l
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 87,984 76 868
Depreciated EXFT Value 600 600
Land Value (Market) i $23,000 20,000
Land Value Ag
Just/Market Value 111,584 97,468
Portability Adj
Save Our Homes Adj 0 0
Amendment I Adj 4,369 0
P&G Adj L..$0
0ILj
Assessed Value
a ...
107,215 97 468 lI
Tax Amount without SOH: $1,855.94
2017 Tax Bill Amount $1,855.94
Tax Estimator
Save Our Homes Savings: $0.00
TRIM Notce Help
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 90
HIDDEN LAKE VILLAS PH 4
PB 28 PGS 26 TO 28 i
Taxes
Taxing Authority Assessment Value Exempt Values I Taxable Value
County General Fund 107,215 0 107,215
Schools 111,584 0 . 111 584
j City Sanford 107,215 0 . 107,215
SJWM(Saint Johns Water Management) 107,215 0 107,215
County Bonds 107,215 0 : 107,215
Sales
Description Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 3/1/2016 08660 1062 105 000 Yes Improved
QUIT CLAIM DEED 9/1/2002 04543 1698 100 No Improved
WARRANTY DEED 7/1/1999 03693 1406. 65,000 Yes Improved
r... ... ,
WARRANTY DEED
w_
5/1/1997 03247 0120 59,500 Yes Improved
C WARRANTY DEED 7/1/1991 02314 1499 50,000 Yes Improved
WARRANTY DEED 11/1/1985 01685 1983,, 52,000 Yes Improved
WARRANTY DEED 9/1/1984 01578 1766 56,700 Yes Improved
Land
Method Frontage Depth Units i Units Price Land Value
LOT 0.00 0.00 : 1 23,000.00 23 000
http://parceidetai1.scpafl.org/Parcel DetailI nfo.aspx?PI D=11203050900000900 1 /2
9/25/2018 SCPA Parcel View: 11-20-30-509-0000-0900
Building Information
Is Bed/Bath count incorrect? Click Here.
j_
Description
Year Built (
Fixtures i
Actual/Effective Bed i Bath ` Base Area : Total SF Living SF Ext Wall Adj Value Repl Value Appendages
I
1 SINGLE 1984 6 2 2_0 1,116 1,558 = 1,116 CB/STUCCO $87,984 i$103,207
Description AreaiFAMILYiFINISH
GARAGE
FINISHED
426.00
OPEN
i
PORCH 16.00
FINISHED
Permits
I Permit # ` Description Agency Amount CO Date Permit Date
1322 REROOF W/SHINGLES SANFORD $4,620 4/27/2010
Permit data does not originate from the Seminole County Property Appraiser's office. For details or questions concerning a permit, please contact the building department of the tax district In which the property is located.
Extra Features
Description Year Built Units Value New Cost
SCREEN PATIO 1 6/1/1994 1 600 1,500
http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PiD=11203050900000900 2/2
March 280 2016
14
TC3`WHOM IT MAY CON.CERN;
1, Frederick W. Brown, recently purchased 99 Long Leaf Pine circle. As owner, l authorize ray mother,
Katheen E,. Brown, to tirder, cancel, suspend (or otherWise} the utility services for the property.
In addition, she is authorhed to act as my agent try Mire, oversee and pay workman W services to the.
property..
As she will be a resident,;I also authorize #ter to obtain a mailbox key and interact with the HOA on mybehalf. Please issue her a .pool, key and a copy of the HOA rules for her personal use.
I am attaching A co y.of fire HUD statement as proof of purchase: if you need any additional
information, please let. Kathy know so she can obtain it for you.
Sin€erely,.
Frederick W, BroWn
Owner
STATE County of a .
The'foregoilt, instrument was acknowledged be#care ine this / z z y
Frederick W Brown who is personally known t iTie,car provided the following
i as identificat on.
u,
Notary Public'
DONNA 0. FARR LL
NoTi`skY PU0, LIC,. ,I iq.oi s Yerk
N?, €iIFA9&ii616
Quah I in Sufieik G` n
CGrf+iTilsS on Expires C7ec:1.5, Zit.
f- 1. _ ,,. _ -- •-.
u # ,. y
snoors aKoa.wwai ax,,w ws-Wawa
RECORD COPY
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit # # 1 8- 4 0 6 5
Project Location Address qq LzAA9-
As required by Florida Statute 553.842 and Florida A
information and product approval number(s) on the b
utilized on the construction project for which you are
you contact your local product supplier should you nc
applicable listed products. Be aware that windows, s
accordance with the Florida Building Code, Section 1
Approval can be obtained at www.floridabuilding.org.
FORD
ministrative Code 9N-3, please provide the
ilding components listed below if they are to be
pplying for a building permit. We recommend that
know the product approval number for any of the
ylights, and exterior doors must be tested in
14.5. More information about Statewide Product
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
Swinging
Sliding OMPUANCE
Sectional
Roll Up PLANS EXAMINER
Automatic
Other
2. Windows
Sin le Hun
Horizontal Slider
Casement
Double Hun
Fixed
Awning
akNFORD BUILDINGPassThrough DIVISION
ProjectedIT ISSUED SHAtt BE e011STR tiff) To BE
TO PROCEED WITH THE
A
Mullions AUTHORITY To VIOLATE, CANCEL, ALTER OR S
Wind Breaker
Dual Action THE
N R HA I AN F A PERMIT PRE
BUILDING OFFICIAL FROM THEREAFTER
EN
Other
CONSTRUCTION R VIOLATIONS OF THIS COD
June 2014 1
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including 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 2
Category /Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama j
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 Signat
Applicant's Name
Please Print)
June 2014 3 ''',
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6' Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there may be a,
records of this county, and there may be additional permits required
agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the
tal restrictions applicable to this property that may be found in the public
other governmental entities such as water management districts, state
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 valtie, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing i
f rm,atio=iscu ate and that all work will be
done in compliance with all applicable laws regulating constructs9.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Permits Required: Building Electrical
Construction Type:
Total Sq Ft of Bldg:
119
Occupancy U
of Cyntractor/Agent Date
Ga
nt's Name
Ao
Signature c1fN tary-State of Florida Date 0 f
job y Public State of Flonda
Contractor/Ag 0%ftTLCElM&W M r
Produced ID ''a Fe"6f"11=2022
Plumbing Gas Roof
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
of Heads Fire Alarm Permit: Yes No
UTILITIES: WASTE WATER:
FIRE: BUILDING:
B VJO PEJ
54rV9D V 3Z ? ?_3 Sketch
by Apex Medina"A http://
pxrc6ldetail.sepall.org/Footprirul?age.aspr?PU7 I 120305090000,0900M30(3... iq
2
of 2 09/08/2018 05:25 PM
Search Results - ADDlications
I FL# Typat Manufacturer Validated By. Status
FL16809-114 Affirmation Pella Corporation Terrence E. Lunn, PE Approved
History Category: Windows (561) 625-6455 I
Subcategory: Horizontal Slider j
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by jthe POC and/or the Commission if necessary
Contact Us ::
The State of Florida Is an AA/EEO employer.
Phone: 850-487-1824
Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
https://www.floridabuilding.org/pr/pr_app_lst.aspx /
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Publications Contact Us SCIS Site Map I Links j Search
Pella Corporation
102 Main St.
Pella, IA 50219
641)621-6096
pellaproductapproval@pella.com
Beth Phelps
phelpsba@pella.com
TROY FARR
18600 NE WILKES ROAD
PORTLAND, OR 97230
503)405-9176
tbfarr@pella.com
Pat Bortscheller
102 Main Street
Pella, IA 50219
641)621-1000
P]Bortscheller@pelia.com
Windows
Horizontal Slider
Certification Mark or Listing
Window and Door Manufacturers Association
Terrence E. Lunn, PE
t Validation Checklist - Hardcopy Received
Standard
AAMA/WDMA/CSA 101/I.S.2/A440-08
AAMA/WDMA/CSA 101/I.S.2/A440-11
Year
2008
2011
I affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity i : Yes v No iO N/Ai
i
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSITNdVPsXgSKGZmZSEPrJz4l4U3SwR l 2ReY9Z7daw%3d%3d 1/4
9/26/2018
Product Approval Method
Florida, Building Code Online
Method 1 Option A
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
12/05/2017
12/05/2017
12/06/2017
FL # Model, Number or Name Description
16809.1 1250 Series Sliding Window 72" x 44" vinyl non -impact XO/OX sliding window with lock stile
reinforcement
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: Configurations of glass shall conform to the
ASTM E1300 standard.
Certification Agency Certificate
FL16809 R4 C CAC CCL 411-H-1463.18 .19 pdf
Quality Assurance Contract Expiration Date
05/24/2021
Installation Instructions
FL16809 R4 II Drawing 1869.pd
Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869.pd
Created by Independent Third Party: Yes
16809.2 250 Series Sliding Window 172" x 44" vinyl non -impact XO/OX sliding window with lock and i
meeting stile reinforcements.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: Configurations of glass shall conform to the cur;
ASTM E1300 standard.
Certification Agency Certificate
FL16809 R4 C CAC CCL 411-H-1463 22 23 pdf
Quality Assurance Contract Expiration Date
05/24/2021
Installation Instructions
FL16809 R4 II Drawing 1869.pdf
Verified By: Warren W. Schaefer RE.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869.pdf
Created by Independent Third Party: Yes
16809.3 1250 Series Sliding Window 108" x 44" 1/4 vent vinyl non -impact XOX sliding window with
lock stile reinforcement.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: Configurations of glass shall conform to the current
ASTM E1300 standard.
Certification Agency Certificate
FL16809 R4 C CAC CCL411-H-1463.02 .03 pdf
Quality Assurance Contract Expiration Date
08/06/2021
Installation Instructions
FL16809 R4 II Drawing 1869.pdf
Verified By: Warren W. Schaefer RE.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869.pdf
Created by Independent Third Party: Yes
16809.4 250 Series Sliding Window 108" x 44" 1/4 vent vinyl non -impact XOX sliding window with
lock and meeting stile reinforcements.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: Configurations of glass shall conform to the current
ASTM E1300 standard.
Certification Agency Certificate
FL16809 R4 C CAC CCL411-H-1463.04 .0 pdf
Quality Assurance Contract Expiration Date
08/06/2021
Installation Instructions
FL16809 R4 II Drawing 1869.pdf
Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869.pd
Created by Independent Third Party: Yes
16809.5 250 Series Sliding Window 1108" x 44" 1/3 vent vinyl non -impact XOX sliding window with i
i lock stile reinforcement.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16809 R4 C CAC CCL 411-H-1463 08 09 Rif
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/06/2021
Design Pressure: +35/-35 Installation Instructions
Other: Configurations of glass shall conform to the current FL16809 R4 II Drawing1869.pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer RE.44135
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsXgSKGZmZSEPrJz4l4U3SwR12ReY9Z7daw%3d%3d 2/4
9/26/2018 Florida Building Code Online
Created by Independent Third Party: Yes
Evaluation Reports
j FL16809 R4 AE Drawing 1869.pdf
Created by Independent Third Party: Yes
16809.6 250 Series Sliding Window 1108" x 44" 1/3 vent vinyl non -impact XOX sliding window with j
lock and meeting stile reinforcements.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: Configurations of glass shall conform to the current
ASTM E1300 standard.
Certification Agency Certificate
FL16809 R4 C CAC CCL411-H-1463.10 .11.pdf
Quality Assurance Contract Expiration Date
08/06/2021
Installation Instructions
FL16809 R4 II Drawing 1869.pdf
Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869.12df
Created by Independent Third Party: Yes
16809.7 250 Series Sliding Window ( 52.25" x 62" vinyl non -impact XO/OX sliding window with lock
and meeting stile reinforcements.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: Configurations of glass shall conform to the curt
ASTM E1300 standard.
16809.8 1 250 Series Sliding Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +30/-30
Other: Configurations of glass shall conform to the curcent
ASTM E1300 standard.
16809.9 1250 Series Sliding Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +25/-25
Other: Configurations of glass shall conform to the curl
ASTM E1300 standard.
16809.10 1250 Series Sliding Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +25/-25
Other: Configurations of glass shall conform to the
ASTM E1300 standard.
Certification Agency Certificate
FL16809 R4 C CAC CCL-411-H-1463.58.pdf
Quality Assurance Contract Expiration Date
10/12/2025
Installation Instructions
FL16809 R4 II Drawing 1869.pdf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869.12df
Created by Independent Third Party: Yes
96" x 62" vinyl non -impact XO/OX sliding window with lock and
meeting stile reinforcements.
Certification Agency Certificate
FL16809 R4 C CAC CCL-411-H-1463.50.pdf
Quality Assurance Contract Expiration Date
10/19/2025
Installation Instructions
FL16809 R4 II Drawing 1869.pdf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869.pddf
Created by Independent Third Party: Yes
78" x 84.5" overall size vinyl non -impact XO/OX sliding window
with integral transom.
Certification Agency Certificate
FL16809 R4 C CAC CCL 411-H-1463.24 .25.pdf
Quality Assurance Contract Expiration Date
08/29/2021
Installation Instructions
FL16809 R4 II Drawing 1869.pdf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869.12df
Created by. Independent Third Party: Yes
120" x 62" vinyl non -impact XOX 1/4 vent sliding window with
lock and meeting stile reinforcements.
Certification Agency Certificate
FL16809 R4 C CAC CCL-411-H-1463.34.pdf
Quality Assurance Contract Expiration Date
10/15/2025
Installation Instructions
FL16809 R4 II Drawing 1869.pdd
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869.pdf
Created by Independent Third Party: Yes
16809.11 1 250 Series Sliding Window ,I 120" x 62" vinyl non -impact XOX 1/3 vent sliding window with
j lock and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsXgSKGZmZSEPrJz4l4U3SwRl2ReY9Z7daw%3d%3d 3/4
9/26/2018 Florida) Building Code Online
Approved for use in HVHZ: No FL16809 R4 C CAC CCL- 41-H-1463 3R Rd
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 10/15/2025
Design Pressure: +30/-30 Installation Instructions
Other: Configurations of glass shall conform to the current FL16809 R4 II Drawing 1869.pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869.pdf
Created by Independent Third Party: Yes
16809.12 250 Series Sliding Window 96" x 72" vinyl non -impact XOX 1/4 vent sliding window with
I lock and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16809 R4 C CAC CCL- 411-H-1463.42.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 10/13/2025
Design Pressure: +25/-25 Installation Instructions
Other: Configurations of glass shall conform to the current FL16809 R4 II Drawing 1869.pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869.pdf
j Created by Independent Third Party: Yes
16809.13 250 Series Sliding Window 96" x 72" vinyl non -impact XOX 1/3 vent sliding window with
I i lock and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No F1_16809 R4 C CAC CCL- 41 1-H-1463 46 pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 10/13/2025
Design Pressure: +25/-25 Installation Instructions
Other: Configurations of glass shall conform to the current FL16809 R4 II Drawing 1869.pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R4 AE Drawing 1 69.pdf
Created by Independent Third Party: Yes
16809.14 250 Series Sliding Window 73.5" x 72" vinyl non -impact XO/OX sliding window with lock i
i and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16809 R4 C CAC CCL- 4 1-H-146 54 pldf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 10/19/2025
Design Pressure: +25/-25 Installation Instructions
Other: Configurations of glass shall conform to the current FL16809 R4 II Drawing 1869.pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869.pdf
Created by Independent Third Party: Yes
Contact Us ::
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provided may be used for official communication with the licensee.
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lust Approval Accepts:
https://www.floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDgtmmT$TNdVPsXgSKGZmZSEPrJz4l4U3SwRl2ReY9Z7daw%3d%3d 4/4
1
1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE
DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL
BE BEYOND WALL FINISH OR STUCCO.
2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE
PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO
THE STRUCTURE
THESE NON -IMPACT RATED PRODUCT INSTALLATIONS ARE IN
ACCORDANCE WITH AND MEET THE REOUIREMENTS OF THE FLORIDA
BUILDING CODE (FBC).
4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE
TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF
RESISTING CORROSION CAUSED BY THE PRESSURE TREATING
CHEMICALS IN THE WOOD.
MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS.
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS
SHALL MEET THE REOLI MENTS OF FLORIDA BUILDING CODE
CHAPTER 20.
TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN
HEREIN 6 CERTIFIED & DUALITY ASSURED BY A FLORIDA STATE
APPROVED CERTIFICATION/QA ENTITY & SHALL BE LABELED IN
ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF
BUSINESS & PROFESSIONAL REGUUTKNN SPECIFICATIONS.
PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL
BE IN ACCORDANCE WITH THE MANUFACTURER'S OUAUFY
ASSURANCE SPECIFICATIONS & TESTING REPORTS.
7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE
CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: 1) PRODUCT
IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE
LOCAL DUCBUILDINGDEPARTMENT. -2) PROT 6 INSTALLED BY
ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH
INSTALLATIONS OF THIS TYPE OF PRODUCT. 3) IF CHANGES HAVE
OCCURRED TO THE PRODUCTSCERTIFICATION ENIRYS CERTIFICATE THAT
CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT
WITH WHAT HAS BEEN TESTED. THE
LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING
OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR THE
INSTALLED PRODUCT. 9.
THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER
PROOFING OF THE INSTALLED PRODUCT IS NOT PART OF THIS
INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT
OF THE MANUFACTURER &/OR INSTALLER. FOR
MAX. FRAME WIDTH, SEE PRESSURE TABLE ON
THIS SHEET. 531
2„ FIN
FASTENER WITHIN 2" OF
CORNERS & 4 1/2" CLUSTER
FIN FASTENERS MAX. O.C. WHEN JOB AT
MEETING RAIL ENDS REQUIRED DESIGN SUCH
THAT THERE ARE A PRESSURE IS OVER +/-35 TOTAL
OF 5 POSITIONED I PSF; 9" MAX. O.C. WHEN AS
SHOWN. SEE "FRAME JOB REQUIRED DESIGN ANCHOR
REQUIREMENTS PRESSURE IS +/-35 PSF TABLE"
ON THIS SHEET OR LESS. SEE "FRAME IFORREQUIREMENTS. ANCHOR REQUIREMENTS j
TABLE
ON THIS SHEET I
FOR REQUIREMENTS. ' EXTERIOR
ELEVATION: XO
WINDOW SCALE:
3/4" = 1'-O" NAIL
FIN MOUNT CONDITION) FRAME
ANCHOR REQUIREMENTS TABLE OPENING
TYPE SUBSTRATE)
FRAME/
CLIP%NAIL FlN'-TO-: __-- OPENING
FASTENER TYPE MINIMUM --`
MINIMUM- EMBED
JEDGE DIST. 1)
FRAME SCREWS MIN.
2X4 WOOD FRAMEORBUCK MIN. GR.
3 &G=0.55) NO. 10 SMS OR WOOD SCREW 1 1/4" 3/4" MIN. 18-
GA, 33 KSI METAL STUD N0. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2" MIN. 1/
8" THK A36 STEEL N0. 10 GR. 5 SELF TAP ORILI SCREW FULL 1/2" MIN. 1/
8" THK 6083-T5 ALUM. NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2" MIN. C-
90 CMU OR 2500 PSI CONCRETE 2) 1/4" CONCRETE SCREW 1 1/4" 2" 1) INSTALLATION
CLIP SCREWS MIN. 2X4
WOOD FRAME OR BUCK MIN. GR.
3 & G=0.55) NO. 10
SMS SCREW 1 1/4" 1/2" MIN. 18
GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2" MIN. 1/
8" THK AIR STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/
8" THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" xnn Pcl
rnurRFTF 2) 1/4" CONCRETE SCREW 1 1/4" 2- MIN. 2X4
WOOD FRAME OR BUCK NO. 8 SMS SCREW 1 3/8" 1/2' MIN. GR.
3 & G=0.55) MIN. 2X4
WOOD FRAME OR BUCK MIN. GR.
3 & G=0.55) 11 GA.
ROOFING NAIL 1 3/B" 1/2' MIN. 1/
8" THK A36 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' MIN. 1/
8" THK 6063-T5 ALUM. N0. B GR. 5 SELF TAP/DRILL SCREW FULL 1/2' 1) FRAME
AND INSTALLATION CUP SCREWS SHALL BE A PAN OR HEX HEAD SCREW. 2) CONCRRAMSET/
REDCREWS SHALL ELCO HILT))KWIKC HEAD TAPCONSE(C.S. ORLSS.)ONS OR CONE11 (
C SEOR S S)). 3) WHEN
SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A WAFFLE HEAD SCREW OR HAVE A FLAT
WASHER AT THE SCREW HEAD. ri 4"
MAX.
FOR MAX.
FRAME WIUIH, Stt F'RtJ,UKt IAdLt ON THIS
SHEET. 6" 6"
12" MAX.
O.C. 12" MAX. O.C. A2 3
4"
MA
4" MA
w= jw
v= 4
FRAME SCREWS WHERE SHOWN AT HEAD & SIDES — LA SEE "
FRAME ANCHOR REQUIREMENTS TABLE" ON THIS wD SHEET
FOR REQUIREMENTS. (NOTE THAT WHEN JOB ci z REQUIRED
DESIGN PRESSURE IS OVER +/-35 A w O
FRAME FILLER MUST BE USED AT EACH FRAME x' w SCREW,
SEE
SHEET 4 FOR PART DETAIL) w ow
I
MAMA INSTALLATION
CLIPS
WHERE SHOWN AT
SILL. SEE "FRAME XO WINDOW ANCHOR REQUIREMENTS
TABLE" SCALE: 3/4" ON THIS
SHEET FOR REQUIREMENTS. (FRAME
SCREW AND CLIP MOUNT CONDITION) ALLOWABLE DESIGN
PRESSURE XO &
OX
UNITS) MAX. MAX.
ALLOWABLE FRAME FRAME
PRESSURE WIDTH HEIGHT
PSF) IN.) IN.)
52 1
4 62 50 72 44
50 73 1/
2 72 25 78 62
25 96 62
30 PRESSURE SHOWN
IN THIS TABLE IS FOR
INSTALLATION CONDITIONS ONLY, THE
GOVERNING DESIGN PRESSURE ON
THE WINDOWS SHALL BE
THE LESSER OF THAT SHOWN IN
THE INDIVIDUAL WINDOWS STATE
APPROVAL OR THAT SHOWN
IN THIS TABLE ALTERNATE ANCHOR/
SUBSTRATE EVALUATION NOTE: ALL ALTERNATE
ANCHORS IN TI4EIR SPECIFIED SUBSTRATES HAVE
BEEN ANALYZED IN ACCORDANCE WITH THEIR
APPLICABLE STANDARD(S) AND ARE FOUND TO BE
EQUIVALENT TO OR STRONGER THAN THE ANCHOR(S)
USED IN TESTING WITH THIS PRODUCT. INSTALLATION EVALUATION
IS BASED ON APPLICABLE ANCHOR STANDARDS AND/OR
INFORMATION & RESULTS FROM APPUCABLE TEST REPORTS. THE FUNM BUILDING
CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT INFORCE
AT THE TIME OF THE EVALUATION. W THE EVENT OF CODE VERSION CHANGES/
UPDATES OR W THE EVENT THAT NEW OR ADDITIONAL TESTING IS
COMPLETED ON THE REFERENCED PRODUCT. PRIOR TO STATING CODE COMPLIANCE
WITH THE STATE, THE MANUFACTURER SHAH. CONFIRM WITH THE
INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED
HERE -IN ARE CURRENT WITH THE THEN CURRENT TESTING. CODE
AND APPLICABLE STANDARDS. Ep O=
y O 3 tVi
O N f y r y
z N
W
W
In
04
N
THEY
MAY
NOT BE USED f0R THE ASSOdBIY I 'I
IN
THEYONOFANYOSEDPRODUCTNONAAYUSEDFOR
PATIONN. AND/OR LOLL MPRO'/AL SHEET N0. PRODUCT NOT
PRODUCED IT THE 1MNUFACTURER ') OF
120" MAX. FRAME WIDTH
Al 2" 2"
3
CLUSTER FIN FASTENERS AT MEETING RAIL ENDS
61 SUCH THAT THERE ARE A TOTAL OF 5 POSITIONED.AS
4 SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE"
w
x
ON SHEEP 1 FOR SCREW REQUIREMENTS.
w
R WITHIN 2" OF CORNERS & 4 1/2" MAX.
OB REQUIRED DESIGN PRESSURE IS OVER
9" MAX. O.C. WHEN JOB REQUIRED DESIGN
35 PSF OR LESS. SEE "FRAME
UIREMENTS TABLE" ON SHEET 1 FORLS. /
MAX.
120" MAX. FRAME WIDTH
12" MAX.
12" MAX. O.C.
12" MAX.
O.C. O.C.
4" MA
AZ
4" MA
L
4 FRAME SCREWS WHERE SHOWN AT
HEAD & SIDES. SEE "FRAME
ANCHOR REQUIREMENTS TABLE" ON c
w 1 FOR REQUIREMENTS. (NOTE
ISHEETTHAT WHEN JOB REQUIRED DESIGN x
PRESSURE IS OVER +/-35 A
FRAME FILLER MUST BE USED AT
EACH FRAME SCREW, SEE SHEET 4
FOR PART DETAIL)
I
m
4" MA:
ALLOWABLE DESIGN
PRESSURE
XOX UNITS)
MAX. MAX. ALLOWABLE
FRAME FRAME PRESSURE
WIDTH HEIGHT PSF)
IN.) IN.)
96 72 25
108 44 50
120 62 30
PRESSURE SHOWN IN THIS TABLE
IS FOR INSTALLATION CONDITIONS
ONLY.-- THE -GOVERNING -DESIGN --
PRESSURE ON THE WINDOWS
SHALL BE THE LESSER OF THAT
SHOWN IN THE INDIVIDUAL
WINDOWS STATE APPROVAL OR
THAT SHOWN IN THIS TABLE.
EXTERIOR ELEVATION:
XO OR OX WINDOW WITH TRANSOM
SCALE: 3/4" = V-0"
NAIL FIN MOUNT CONDITION)
78" MAX. FRAME WIDTH
4° MAX. 12" MAX. O.C. 4" MAX.
SIMILAR
I
EXTERIOR ELEVATION:
ALLOWABLE DESIGN PRESSURE
XO OR OX WINDOW WITH TRANSOM
SCALE: 3/4" = 1'-0"
TRANSOM UNITS (FRAME SCREW AND CLIP MOUNT CONDITION)
25 PSF
4" MAX.1111111
12" MAX. O.C.
3"
3"
3"
Z
RL° o
3"
3
z a o
a
3 p 2 = N0
V g I
d N W a
a
U
xxO
TZ
Z
N
fJ 3)33
ZO
WWQ
N
4" MAX.
r
S
w
eA
a }
V)
J4" MAX.
N M $ ` 2fNN
5 3z
m au.•6.•, G• OqJO = O
3v * a OS Z
o NN
ao•
yV,j Zo 4y c 4
3 jJ ,!
bbbM •
w
PRE.
OF
FIN. FASTENER PER FRAME SCREW PER
ELEVATION
SUBSTRATE BY SUBSTRATE- BY-
ELEVATION
SUBSTRATE BY
SEALANT BY OTHERS OTHERS PER FRAME SCREW OTHERS PER SEALANT BY OTHERS OTHERS PER
BEHIND NAIL FIN FRAME ANCHOR PER ELEVATION "FRAME ANCHOR BEHIND FRAME FLANGE "FRAME ANCHOR
s REQUIREMENTS s4. c: .., :. + '. ::.: ; • REQUIREMENTS s REQUIREMENTS
TABLE" TABLE" TABLE"
1/4" MAX. 1/4" MAX. SHIM 1/4" MAX. SHIM
SPACE AT EACH ANCHOR AT EACH ANCHOR ,
SEALANT BY SEALANT BY
OTHERS SEALANT BY
OTHERS
OTHERS
o o 2 1 o SEAL SPACE WITH
LOW EXPANSION v
FOAM AROUND =
4 4 PERIMETER OF
FRAME FILLER FRAME FILLER WINDOW FRAME
EXTERIOR SEAL;SPACE EXTERIOR SEAL SPACE EXTERIOR
WITH LOW WITH LOW
EXPANSION EXPANSION = +I
FOAM AROUND c FOAM AROUND
PERIMETER OF = PERIMETER OF w
wlNDow
w
WINDOW w ALTERNATE SECTION
FRAME _ FRAME SCALE: 1/2 FULL 3
FRAME SCREW MOUNT CONDITION WITH FLANGE)
SHIM AS REO'D TO SHIM AS REO'D TO
SUPPORT & ALIGN SUPPORT & ALIGN
WINDOW-`-- -._,_. - - -- --- - -- --WINDOW ------- a -- - --- -
3
INSTALLATION
SEALANT BY O 0
OTHERS
1/4 MAX.
SPACE
SEALANT BY OTHERS , SUBSTRATE BY
BEHIND NAIL FIN OTHERS PER
FIN FASTENER PER FRAME ANCHOR
ELEVATION REQUIREMENTS
TABLE"
SECTION Al
SCALE: 3/4 FULL 3
NAIL FIN MOUNT)
SEALANT BY 0 CUP
OTHERS
1/4" MAX.
MAX. 3/16" SHIM SPACE
THICK X 3"
f'
LONG SHIM
s :.,.: :. AT EACH CLIP
SUBSTRATE BY OTHERS INSTALLATION CUP SCREW PER
PER "FRAME ANCHOR FRAME ANCHOR REQUIREMENTS
REQUIREMENTS TABLE" TABLE" (2 PER CLIP).
SECTION
SCALE: 3/4 FULL 3
FRAME SCREW & INSTALLATION CLIP MOUNT
CONDITION)
pzp
3 Fwl°
0o a4woo
z CL , n i
3 o?aN
U
I
aQ oW
A
OF
1/4" MAX.
SPACE
SUBSTRATE BY
OTHERS PER
FRAME ANCHOR
REQUIREMENTS
TABLE"
FIN FASTENER
PER ELEVATION `
FRAME WIDTH ---
r—SEAL SPACE WITH
LOW EXPANSION
FOAM AROUND
PERIMETER OF
WINDOW FRAME
SEALANT BY --
OTHERS
BEHIND NAIL
FIN
SEALANT BY
OTHERS
EXTERIOR
SECTION e1
SCALE: 3/4 FULL 4
NAIL FIN MOUNT)
1/4" MAX. SHIM
AT EACH ANCHOR
SUBSTRATE BY
OTHERS PER
FRAME ANCHOR
REQUIREMENTS
TABLE"
FRAME HEIGHT
SEAL SPACE WITH LOW
EXPANSION FOAM AROUND
PERIMETER OF WINDOW
FRAME _
FRAME SCREW -.
PER ELEVATION
4
FRAME FILLER
SEALANT BY
OTHERS
IXTERIOR
SECTION e2
SCALE: 3/4 FULL 4
FRAME SCREW MOUNT CONDITION)
1/4" MAX. SHIM
AT EACH ANCHOR
SUBSTRATE BY
OTHERS PER
FRAME ANCHOR ,
REQUIREMENTS
TABLE"
FRAME SCREW - '.
PER ELEVATION
FRAME HEIGHT —
SEAL SPACE WITH LOW -
EXPANSION FOAM AROUND
PERIMETER OF WINDOW
FRAME _
SEALANT BY—, FRAME FILLEROTHERSBEHIND . o v
FRAME FLANGE
SEALANT BY
2 1 OTHERS
IXTERIOR
ALTERNATE SECTION 62
SCALE: 1/2 FULL 4
FRAME SCREW MOUNT CONDITION WITH FLANGE)
D.375 (-
CONTINUOUS WOOD MEMBER LESS 0.604 --{
IN THICKNESS THAN A 2X BUCK 0.500
IO BE.,.MIN; 3 1/2 -.DEEP (NOT--- -- --- -- _SUBSTRATE- BY -OTHERS ... - - - - -- - --FREQUIREDWHENSHIMSPACEISPER "FRAME ANCHOR
WITHIN ALLOWABLE DIMENSIONS REQUIREMENTS TABLE" 2.485SHOWNINSECTIONS). 0.604
0.860
3.000r1
SEALANT BY '
y
p
0.059T 0.059T 0.500
OTHERS O FRAME RANGE O FRAME FLANGE
RIGID PVC) (RIGID PVC) 1 325 {-
FRAME SCREW PER 10.060
ELEVATION & FRAME T
4 ANCHOR REQUIREMENTS 0.293
EXTERIOR
TABLE" OINSTALLATION CLIP
RIGID PVC)
OPTIONAL DIRECT MOUNT DETAIL
TO SUBSTRATE WITH SPACER
HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME)
DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL)
FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
1.020
LENGTH = 3.000"
FRAME FILLERFR
RIGID PVC)
NOTE THAT WHEN
JOB REQUIRED
DESIGN PRESSURE
IS OVER +/-35 A
FRAME FILLER MUST
BE USED AT EACH
FRAME SCREW)
Z
V) VI
S
1
U)
N
N
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5 OF 5