158 Rose Hill Ter - BR18-004308 - WINDOWSCITY OF
PERMIT APPLICATIONaAiNPORD
BUILDING DIVISION
Application No:
Documented Construction Value: $
GHQ' 1 j'"'
Job Address: O 5 H 1,11 I y- - Historic District: Yes No e
Parcel ID: 1 0 — — — 3 -- D 0 0 O — n 30 Residential [Commercial
Type of Work: New Addition VAlterationEl Repair Demo Change of Use Move
Description of Work: (,171•
Plan Review Contact Person: d a n n a r% 44 e rn0 nJ G Title:
Phone: 40 ?A 2-- (Oax: Email: hi.rn cL n d e Z @ na + t o n aA Property
Owner Information FV rn 1+C oinn f any . CO Al Name
G a m a pi ( (CQ__S ' I ( nos Phone: U — Street:
159 k ca i4 L 1 rai Resident of property?: City,
State Zip: 5n,[nrda-13 Iq\ ,, /
Contractor Information
r ,, Name
Lo
A 6 Id M Q CJA_ ,Z .JPhone: 4 oq ` a lY 9 UG Street: ? D
MX :9 l 6106 Fax: City, State
Zip: O (( Iain d c, L3 2 9 T3State License No.: c r CO 4r Name: Street:
City,
St,
Zip: Bonding Company:
Address: 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`h Edition (2017) Florida Building Code
NOTICE: In addition to the requirements ofthis permit, there maybe additional restrictions applicable to this property that maybe 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 informatio=is, rate and that all work will be
done in compliance with all applicable laws regulating construction,g.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
of C ntra or/Agent Date
tractor/Qnt's Name
ire of, N t'arTState of Florida Date
NNE:
ZZOZILOf t swdx3
46984Z JJ uoiss wwo3 AWuosJegtieC
gltr ti'JON pall Known to Me or
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 Alarm Permit: Yes []No
WASTE WATER:
FIRE: BUILDING: q to, Lq s
9/30/2018 SCPA Parcel View: 18-20-31-503-0000-0300
i
Prop rty Record Card_
I Parcel: 18-20-31 303-0,000-0300
cr xx r rr e _ Property Address: 158 ROSE Holt
s
TRL SANFORD, FL 32773
Parcel Information Value Summary
Parcel : 18-20-31-503-0000-0300 2018 Working 2017 Certified
Values Values
Owner(s) : CASTELLANOS, SAMUEL
Valuation Method Cost/Market Cost/Market
Property Address 158 ROSE HILL TRL SANFORD FL 32773 Number of Buildings 1 1
Mailing 158 ROSE HILL TRL SANFORD FL 32773 7237 Depreciated Bldg Va uValue $122 446 106 266
Subdivision Name ROSE. HILL. Depreciated EXFT Value
i
Tax District S1 SANFORD Land Value (Market) $30 000 30,000
DOR Use Code 01-SINGLE FAMILY Land Value Ag
Exemptions 00 HOMESTEAD(2005) Just/10 jrket Value " $152 446 136,266
l Portability Adj
Save Our Homes Adj $61 356 47,050
Amendment 1 Adj $0 i
P&G Adj $0
i
0
Assessed Value $91,090 89,216
f
Tax Amount without SOH: $1,806.00
2017 Tax Bill Amount $910.00
s Tax Estlmat2}r
l Save Our Homes Savings: $896.00
lfaik-1_Na#icT HeiG
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 30
ROSE HILL
PB 54 PGS 41 & 42
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 91,090 ' 50,000 : 41,090
Schools _ 91,090 25,000 , 66,090
City Sanford 91,090 50,000 41,090
j SJWM(Saint Johns Water Management) 91 090 50,000 41,090
County Bonds 91,090 ' 50,000 41,090
Sales
Description Date Book Page Amount Qualified I Vac/Imp
WARRANTY DEED 2/1/2018 Ca07.9 1710 199 000 Yes Improved
WARRANTY DEED 7/1/2004 tba79 0491 144 500 Yes Improved
WARRANTY DEED 12/1/1999 03779 0407 102,100 Yes Improved
j SPECIAL WARRANTY DEED 9/1/1998 03496 1719 1,456,500 No Vacant
Find Copt p" ,l P Sa
Land
Method i Frontage Depth Units Units Price Land Value
LOT 1 30,000.00 30 000
Building Information
Is Bed/Bath count incorrect? Click Here
i_.... .......
Description Year Built Fixtures Bed € Bath Base Area Total SF i Living SF Ext Wall Adj Value Repl Value Appendages
http://parceldetail.scpafl.org/Parcel Detaill nfo.aspx?PI D=18203150300000300 112
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Sheetrock Lath
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SEMINOLt COUNTY /MULTI 1URISDICTIONAL
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 7/20/18
I Hereby name and appoint Gary or Robert Barson / Ian or Hannah Hernandez
an agent of: Lowe's Home Centers
Nmme of :Compan.Y)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, Sign for and do all things necessary to thisappointmentfor (check only one option):
2. All permits and applications submitted by this contractor. Or
The specific permit and application for work, located at:
Street AddnW s)
Expiration Date for This Limited Power of Attorney: 7/20/19
License Holder Name: Peter Cafaro
State License Number. CGC1508417
Signature of License Holder.
STATE OF FLOMDA
COUNTY OF _ Sp ft
The foregoing instrumentmt as acknovAedged before me this f
20 f by _ re'ter ------Y fi
krmnhasvrho0.10 :'
t+Mto has produced [ r
and who did (did not) take an oath. as
414-40tery
Jain Roques
NOTARY PUBLIC
STATE OF FLORIDA
n#T-*94810e
Expires 4l17=0
Sflh,r.'Roqye5
Prgit at type Nor name
Notary Public - Stats of F(orj a
Conan No. F__ ' 9_4( t 0C
MY Commiaion : 4 - 1 ? • 2020
Scanned by CarnScanner
Product Approval Speci
18_4Permit # 3 Q a
Project Location Address
ion Form
Ird FL 39-4--3
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.floridabuildin-g.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
Swinging
Sliding L
Sectional
Roll U
Automatic
Other
2. Windows
Single Hung 4e, g
Horizontal Slider
Casement
Double Hunr-omp,WDE
Fixed REVIE1
A PIERMIT
Awning MINER LI NSE TO PROCEED WITH THEWORK AND NOT AS
Pass Through b
Projected DATE CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
Mullions 9FQI 119INIG
Wind Breaker CONSTRUCTION OR VIOLATIONS OF THIS CODE
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
lincluding 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 up
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
14,
Applicant's Signature
Applicant's Name
Please Print)
June 2014
hipl/parcq ldetwjspfl.org/Fo OtprintPaPp easPx') JD=1820315... Parcel:
87203 711-5-03-000016-030 Building No.: 1 Page No: I 1
lllpo=
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of I GRIF
20 memo
09/
19/27018 01:58 PM
9/30/2018 Florida Building Code Online
BCIS Home Log In ? User Registration Hot Topics Submit Surcharge Stats & Facts j Publications Contact Us
e
BCIS Site Map i Links { Search
nFlorid,d
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List
Search Criteria Refine Search
Code Version 2017 FL# 16812
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results - ADDlications
FL# Type Manufacturer Validated By. Status
FL16812-R3 Affirmation Pella Corporation Terrence E. Lunn, PE Approv
History Category: Windows (561) 625 6455
Subcategory: Single Hung
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the Pou and/or the Commission it necessary.
d
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. CCqpylight 2007-2013 State of Florida.:: Privacy. Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
ecM _
https://www.floridabuilding.org/pr/pr_app_lst.aspx 1/1
9/30/2018 Florida Building Code Online
FL #
Application Type
Code Version
Application Status
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
FL16812-R3
Affirmation
2017
Approved
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
PJBortscheller@pella.com
Windows
Single Hung
Certification Mark or Listing
Window and Door Manufacturers Association
Terrence E. Lunn, PE
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 Yes _' No '- N/A
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtmmTSTNdVPsYPC%2bYipI8uG4vyPUGJt7zHksfvB2eLlFA%3d%3d 1/4
9/30/2018 Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of
FL * j Model, Number or Name
16812.1 1 250 Series Single Hung Window
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.
16812.2 ; 250 Series Single Hung Window
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.
16812.3 1250 Series Single Hung Window
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.
16812.4 1250 Series Single Hung Window
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.
16812.5 250 Series Single Hung Window
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.
Method 1 Option A
12/05/2017
12/05/2017
12/06/2017
Description
YJ
36" x 63" vinyl non -impact single window
Certification Agency Certificate
FL16812 R3 C CAC CCL411-H-1462.06 .07.pdf
Quality Assurance Contract Expiration Date
08/06/2021
Installation Instructions
FL16812 R3 II Drawing 1867.pdf
Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.pdf
Created by Independent Third Party: Yes
48" x 84" vinyl non -impact single window with fully reinforced
stiles & rails
Certification Agency Certificate
FL16812 R3 C CAC CCL 411-H-1462.08 .09.pdf
Quality Assurance Contract Expiration Date
08/06/2021
Installation Instructions
FL16812 R3 II Drawing 1867.pdf
Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.pdf
Created by Independent Third Party: Yes
54" x 66" vinyl non -impact single window with fully reinforced
stiles & rails & HP package
Certification Agency Certificate
FL16812 R3 C CAC CCL 411-H-1462.14 .15.pdf
Quality Assurance Contract Expiration Date
08/13/2021
Installation Instructions
FL16812 R3 II Drawing 1867.pdf
Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.pdf
Created by Independent Third Party: Yes
48" x 72" vinyl non -impact single window with fully reinforced
stiles & rails & HP package
Certification Agency Certificate
FL16812 R3 C CAC CCL 411-H-1462.16 .17.pdf
Quality Assurance Contract Expiration Date
08/13/2021
Installation Instructions
FL16812 R3 II Drawing 1867.pdf
Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.pdf
Created by Independent Third Party: Yes
72 1/2" x 63" vinyl non -impact double window
Certification Agency Certificate
FL16812 R3 C CAC CCL 411-H-1462.00 .0l.pdf
Quality Assurance Contract Expiration Date
06/14/2021
Installation Instructions
FL16812 R3 II Drawing 1867.pdf
Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsYPC°/a2bYipl8uG4vyPUGJt7zHksfVB2eLIFA%3d%3d 2/4
9/30/2018 Florida Building Code Online
FL16812 R3 AE Drawing 1867.pdf
Created by Independent Third Party: Yes
250........ _.... __._..._._........._ 16812.E Series Single Hung Window
l
96" x 72" vinyl non -impact double window with fully reinforced
stiles & rails
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16812 R3 C CAC CCL 411-H-1462.18 .19.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/09/2021
Design Pressure: +35/-35 Installation Instructions
Other: Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.pdf
Created by Independent Third Party: Yes
16812.7 ' 250 Series Single Hung Window 72" x 65 1/2" vinyl non -impact double window with fully
m......................... _..............
reinforced stiles & rails & HP package
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16812 R3 C CAC CCL 411-H-1462.20 .21.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/09/2021
Design Pressure: +50/-50 Installation Instructions
Other: Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.gdf
r...._.._._..._..__...___......._.._...._...._......___._._...._....._......_-...__._._._._...........-...__........_...._...__....-....-_
Created by Independent Third Party: Yes
16812.8 250 Series Single Hung Window. 108" x 63" vinyl non -impact triple window
iL................................_......._._._.._.........-...._.._.........._.....-.................................................__.._....__..........__...
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16812 R3 C CAC CCL 411-H-1462.00 .01.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/14/2021
Design Pressure: +35/-35 Installation Instructions
Other: Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.pdf
Created by Independent Third Party: Yes
jj............_...--......................._.........................._.._..____..-_.._._...._..__........................._.__..........._-..._.__..-......_-...._.................._._.._........._......_...._.._......_.-.........................._.....-_.................._..........................
16812.9 1 250 Series Single Hung Window 48" x 84" vinyl non -impact single window with transom with
111 fully reinforced stiles & rails
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16812 R3 C CAC CCL 411-H-1462.04 .05.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/09/2021
Design Pressure: +35/-35 Installation Instructions
Other: Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.pdf
Created by Independent Third Party: Yes
16812.10 250 Series Single Hung Window 42" x 83.5" vinyl non -impact single window with fully
reinforced stiles & rails & HP package
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16812 R3 C CAC CCL- PEL-H-1462.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 11/04/2025
Design Pressure: +50/-50 Installation Instructions
Other: Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.pdf
Created by Independent Third Party: Yes
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
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsYPC°/a2bYipl8uG4vyPUGJt7zHksfVB2eLIFA%3d%3d 3/4
9/30/2018 Florida Building Code Online
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1),
Florida Statute;, 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_dti.aspx?param=wGEVXQwtDgtmmTSTNdVPsYPC%2bYipl8uG4vyPUGJt7zHksfVB2eLIFA%3d%3d 4/4
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 STRUCTURE3. THESE TO RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE
REQUIREMENTS 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.
5. MATERIALS; INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20.
6. TO THE BEST OF OUR KNOWLEDGE" THE PRODUCT SHOWN HEREIN IS CERTIFIED & QUALITY ASSURED
BY A FLORIDA STATE APPROVED CERTIFICATION/QA ENTITY & SWILL BE LABELED IN ACCORDANCE WITH THE
PRO AND THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS.
PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE
MANUFACTURER'S QUALITY 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 PERMfT FROM THE APPUCABLE LOCAL
BUILDING DEPARTMENT. 2) PRODUCT IS INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR
EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT 3) IF CHANGES HAVE OCCURRED TO THE
PRODUCT'S CERTIFICATION ENTITY'S CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR
INCONSISTENT WITH WHAT HAS BEEN TESTED.
8, THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION
SHALL CONTROL FOR THE INSTALLED PRODUCT. - --
B. THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED
PRODUCT IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBIUTY SHALL BE THAT OF THE
MANUFACTURER &/OR INSTALLER.
INSTALLATION EVALLICTION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/OR INFORMATION & RESULTS
FROM APPUCABLE TEST 'REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THE
EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODE VERSION
CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING 15 COMPLETED ON THE
REFERENCED PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SHALL
CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIEDMERE—M ARE CURRENT WITH THE THEN CURRENT TESTING, CODE AND APPUCABLE STANDARDS.
IIOSUBISTRATE)E I OPENING FASTENERITYPE I EMBED EDGE DIST.
FRAM/CLIP/NAIL FN TO MINIMUMI MINIMUM I
MIN. 2X4 WOOD FRAME OR BUCK
MIN. GR. 3 & G=0,55) NO. 10 SMS OR WOOD SCREW 1 1/4" 3/4"
MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2°
MIN, 1/8" THK A36 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"
dIN. 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) N0. 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 A36 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"
2500 PSI CONCRETE 2) 1/4" CONCRETE SCREW 1 1/4" 2"
3) NAILING FIN FASTENERS
MIN. 2X4 WOOD FRAME OR BUCK
MIN. DR. 3 & G=0.55) NO. 8 SMS SCREW 1 3/8" 1/2"
MIN, 2X4 WOOD FRAME OR BUCK
MIN. GR. 3 & G=0.55) 11 GA. ROOFING NAIL 1 3/8" 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. NO. 8 DR, 5 SELF TAP/DRILL SCREW FULL 1/2"
1) FRAME AND INSTALLATION CLIP SCREWS SHALL BE A PAN OR HEX HEAD SCREW.
2) CONCRETE
RAMSET/REDCHEAD TAPCONSREWSSHALLE(
C.S.00RLS.S.)OOR HILTINS )KWIK-CON EIE(
C.S OR SS.).
3) WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A PAN HEAD OR WAFFLE HEAD
SCREW OR HAVE A FLAT WASHER AT THE SCREW HEAD.
FOR MAX. FRAME WIDTH, SEE
NOTE BELOW Al
4
FIN FASTENER WITHIN'. 2"
OF CORNERS & 4 1/2"
MAX. O.C. WHEN JOB
REQUIRED DESIGN
PRESSURE IS OVER +/-35
PSF: 9" MAX. O.C. WHEN
JOB REQUIRED DESIGN
PRESSURE IS +/-35 PSF
OR LESS. SEE "FRAME
ANCHOR REQUIREMENTS
TABLE" ON THIS SHEET
FOR REQUIREMENTS. j
j
CLUSTER FIN FASTENERS AT—/
MEETING RAIL ENDS SUCH THAT
THERE ARE A TOTAL OF 5
POSITIONED AS SHOWN. SEE
FRAME ANCHOR REQUIREMENTS
TABLE" ON.. THIS SHEET FOR
REQUIREMENTS.
81
I
EXTERIOR ELEVATION:
SINGLE WINDOW
SCALE: 3/4" = 1'-0"
NAIL FIN MOUNT CONDITION)
0
NOTE: FOR MAX. SINGLE
WINDOW FRAME DIMENSIONS
AND ALLOWABLE DESIGN
PRESSURE, SEE APPLICABLE
FLORIDA APPROVAL
ALTERNATE ANCHoR/suBsrRATE EV I ATION NO
ALL ALTERNATE ANCHORS IN THEIR SPECIFIED
SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE
WITH THEIR APPUCABLE STANDARD(S) AND ARE FOUND
TO BE EQUIVALENT TO OR STRONGER THAN THE
ANCHOR(S) USED IN TESTING WITH THIS PRODUCT.
FOR MAX. FRAME WIDTH, SEE
NOTE BELOW
FRAME SCREWS WHERE SHOWN
AT SIDES. SEE "FRAME ANCHOR
REQUIREMENTS TABLE" ON THIS
SHEET FOR REQUIREMENTS.
NOTE THAT WHEN JOB
REQUIRED DESIGN PRESSURE IS
OVER +/-35 A FRAME FILLER
MUST BE USED AT EACH FRAME
SCREW, SEE SHEET 5 FOR
PART DETAIL)
j
j
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SINGLE WINDOW
SCALE: 3/4" = 1'-0"
FRAME SCREW MOUNT CONDITION)
SIDE JAMB
ANCHOR
SPACING TABLE
MAXIMUM MAXIMUM
FRAME O.C.
WIDTH SPACING
IN.) (IN.)
54 12
48 13
36 17
4" MAX.
6"
6"
6"
4- MAX
T
R INSTALLATION OF ANY OTHER PRODUCT NOR MAY
BE USED FOR RATIONAL AND/OR LOLL APPROVAI
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it ENDS SUCH THAT THERE ARE A TOTAL OF 3
POSITIONED AS SHOWN. SEE "FRAME ANCHOR
w REQUIREMENTS TABLE" ON SHEET 1 FOR
C C1 SCREW REQUIREMENTS. (NOTE THAT ROOFING
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Ln j
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EXTERIOR ELEVATION:
SIDE —BY —SIDE WINDOW
SCALE: 3/4" = 1'-O"
NAIL FIN MOUNT CONDITION)
ALLOWABLE SIDE —BY —SIDE
WINDOW SIZE/PRESSURE
TABLE
MAXIMUM MAXIMUM ALLOWABLE
OVERALL FRAME PRESSURE
FRAME HEIGHT PSF)
WIDTH DIMENSION
DIMENSION IN.)
IN.)
TRIPLE WINDOW
109 I 63 1 35
DOUBLE WINDOW
96 72 35
72 65 1/2 50
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SCALE: 3/4" = 1'-0"
NAIL FIN MOUNT CONDITION)
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TRANSOM UNITS ONLY)
35 PSF
CLUSTER FIN FASTENER
SCREWS AT MULLION ENDS
SUCH THAT THERE ARE A o2' TOTAL 3 POSITIONED AS
oSHOWN.. SEE "FRAME
ANCHOR REQUIREMENTS
TABLE" ON SHEET 1 FOR
SCREW REQUIREMENTS.
NOTE THAT ROOFING NAILS
ARE NOT APPLICABLE AT
MULLION END CLUSTERS)
CLUSTER FIN FASTENERS
AT MEETING RAIL ENDS
SUCH THAT THERE ARE A
TOTAL OF 5 POSITIONED AS
2" SHOWN. SEE "FRAME
ANCHOR REQUIREMENTS
TABLE" ON SHEET 1 FOR
REQUIREMENTS.
FIN FASTENER WITHIN 2"
OF CORNERS &
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ANCHOR REQUIREMENTS
TABLE" ON SHEET 1 FOR
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BY —SIDE WINDOW SIZE/
PRESSURE TABLE MAXIMUM
MAXIMUM
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PRESSURE FRAME HEIGHT
PSF) WIDTH DIMENSION
DIMENSION IN.)
IN.) TRIPLE
WINDOW
109 1
63 1 35 DOUBLE WINDOW
96 72
35 72 1
65 7 2 50 SIDE JAMB
ANCHOR SPACING
TABLE
MAXIMUM MAXIMUM
INDIVIDUAL O.
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WIDTH (IN.)
IN.) 1
36
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6" 6"
4"
MAX
48" MAX.
FRAME WIDTH j j
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SCREWS
WHERE SHOWN AT SIDES.
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ON SHEET 1 FOR
REQUIREMENTS. v j
EXTERIOR
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SINGLE WINDOW
WITH TRANSOM SCALE: 3/
4" = 1'-O" FRAME SCREW
MOUNT CONDITION) ALLOWABLE DESIGN
PRESSURE TRANSOM UNrM
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ELEVATION REQUIREMENTS
TABLE" SECTION g2
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SCALE: 3/4 FULL 4 (INSTALLATION CLIP MOUNT CONDITION)
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4 OF
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SPACE
SUBSTRATE BY
OTHERS PER
FRAME ANCHOR
REQUIREMENTS
TABLE" .
FIN FASTENER
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FRAME WIDTH
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SUBSTRATE BY
OTHERS PER
FRAME ANCHOR
REQUIREMENTS
TABLE"
FRAME SCREW---'. \
PER ELEVATION '
CONTINUOUS WOOD MEMBER LESS
IN THICKNESS THAN A 2X_ BUCK
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REQUIRED WHEN SHIM SPACE IS PER "FRAME ANCHOR
WITHIN ALLOWABLE DIMENSIONS REQUIREMENTS TABLE'
SHOWN IN SECTIONS)
SEALANT BY
OTHERS
EXTERIOR
FRAME SCREW PER
4 ELEVATION & "FRAME
FRAME FILLER ANCHOR REQUIREMENTS
TABLE'
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)
FRAME HEIGHT ---
SEAL SPACE WITH
LOW EXPANSION
FOAM AROUND
PERIMETER OF
WINDOW FRAME
SEALANT BY
OTHERS EXTERIOR
SECTION c2
SCALE: 3/4 FULL 5
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OTHERS PER
FRAME ANCHOR ,
REQUIREMENTS
TABLE"
FRAME SCREW
PER ELEVATION
FRAME HEIGHT —
SEAL SPACE WITH
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FOAM AROUND
O PERIMETER OFWINDOWFRAME
SEALANT BY J "UIOTHERSBEHINDov
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SEALANT BY
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VV/LV IV
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FL# Type Manufacturer ^ i Validated By. !Status
FL2646_ Affirmation Pella Corporation 'James L. Buckner, P.E. @ CBUCKR10ICategory: Exterior Doors ApprovedEngineeringHisory_ Subcategory: Sliding Exterior Door (561) 491-9927Assemblies
DBPR by the POC and/or the if necessary.
Contact Us :: ao1 Blair Stone Road, Tallaha =tee FL Phone: 850-487-18 4
The State of Florida is an AA/EEO employer. _gpyright 2007- 0cram r,r ci/,n privacy Stat m nt :: Accessibility, Statement :: a f nd 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 mailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), FloridaStatutes, 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 providedmaybeusedforofficialcommunicationwiththelicensee. However email addresses are public record. If you do not wish to supply a personal address, please providetheDepartmentwithanemailaddresswhichcanbemadeavailabletothepublic. To determine if you are a licensee under Chapter 455, F.S., please click here . Product
Approval Accepts: - AN
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1
Product Qoroval Menu > Produd or AQplication Search > Application List;> Application Detail
FL #
Application Type
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Application Status
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Address/Phone/Email
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Address/Phone/Email
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Address/Phone/Email
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Validated By
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Certified By
FL2646-R10
Affirmation
2017
Approved
Pella Corporation
102 Main St.
Pella, IA 50219
641) 621-6096
pellaproductapproval@pella.com
Beth Phelps
phelpsba@pella.com
Joseph Hayden
102 Main Street
Pella, IA 50219
641) 621-6096
jahayden@pella.com
Pat Bortscheller
102 Main Street
Pella, IA 50219
641) 621-1000
PJBortscheller@pella.com
Exterior Doors
Sliding Exterior Door Assemblies
Certification Mark or Listing
Window and Door Manufacturers Association
James L. Buckner, P.E. @ CBUCK Engineering
ins 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
r31 affirm that there are no changes in the new Florida BuildingCodewhichaffectmyproduct(s) and my product(s) are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes `»'?` No N/A
https://www.flotidabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDquOAT9TZVWgsW9gSws4lsuNu%2f4R%2f5TeBlUnOildj5nodg%3d%3d 1/3
aisuizuIa
Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 12/06/2017
Date Validated 12/06/2017
Date Pending FBC Approval
Date Approved 12/07/2017
Summary of Products
FL # Model, Number or Name Description --
2646.1 Series 10/20/25 Sliding Glass. Door Vinyl 2-Panel "OX" Sliding Glass Door (96" x 96")
Certification Agency Certificate
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact
F1_2646 R10 C CAC C L-411-H-963 30 pdf
Quality Assurance Contract ExpirationResistant: No Date11/30/2021DesignPressure: +25/-25
Other: Configurations of glass shall conform to the Installation Instructions
current
ASTM E1300 standard & be safety glazed for use in hazardous FL2646 R10 II Drawing 1248.pdf
Verified By: Warren Schaefer, P.E. 44135locations.
Created by Independent Third Party: Yes
Evaluation Reports
FL2646 R10 AE Drawing 1248.pdf
Created by Independent Third Party: Yes
2646.2 Series 10/20/25 Sliding Glass Door Vinyl Single Panel Fixed "O" Door (Sidelite, 34-15/16" x 81- 1/2") ! I
Limits ofUse
Approved for use In HVHZ: No Certification Agency Certificategy
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL2646 R10 C CA CL-411 H 960 1R pdfQualityAssuranceContractExpirationDate
Design Pressure: +35/-35
Other: Configurations of glass shall conform to the
03/26/2022
Installation Instructions
currentASTME1300standard & be safety glazed for use in hazardouslocations.
FL2646 R10 II Drawing 1248.pdf
Verified By: Warren Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL2646 R10 AE Drawing 1248.pdf
Created by Independent Third Party: Yes
2646.3 Series 10/20/25 Sliding Glass Door Vinyl 2-Panel "OX" Sliding Glass Door (72" x 82")
Limits of Use
Approved for use In HVHZ: No Certification Agency Certificategy
Approved for use outside HVHZ: Yes
Impact
FL2646 R10 C CAC C L 411 H 63 21 dfdf
Quality Assurance Contract Expiration DateResistant: No 10/OS/2019DesignPressure: +35/-35
Other: Configurations of glass shall conform to the Installation Instructions
currentASTME1300standard & be safety glazed for use in hazardous FL2646 R10 II Drawing 1248.pdf
Verified By: Warren Schaefer, P.E. 44135locations.
Created by Independent Third Party: YesEvaluationReports
FL2646 R10 AE Drawing 1248.pdf
Created by Independent Third Party: Yes
2646.4 Series 10/20/25 Sliding Glass Door Vinyl Single Panel Fixed "O" Door (Sidelite, 47-1/2" x 95-1/2") Limits of Use
Approved for use in HVHZ: No Certification Agency Certificate
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL2646 R10 C LAQ411 H 960 1 s i2d
Quality Assurance Contract Expiration Date
Design Pressure: +25/-25 03/26/2022
Installation InstructionsOther: Configurations of glass shall conform to the current FL2646 R10 II Drawing 1248.pdfASTME1300standard & be safety glazed for use in hazardouslocations. Verified By: Warren Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL2646 R10 AE Drawing 1248.p f
Created by Independent Third Party: Yes
Back Aiext
Contact Us :: 2 01 Blair Stone Road,_ Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an WEED employer. CopyLi ht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emailsprovidedmaybeusedforofficialcommunicationwiththelicensee. However email addresses are public record. If you do not wish to supply a personal address, pleaseprovidetheDepartmentwithanemailaddresswhichcanbemadeavailabletothepublic. To determine if you are a licensee under Chapter 455, F.S., please click here .
https://www.floridabuilding.org/pr/pr app_dfl.aspx?param=wGEVXQwtDquOAT9TZVWgSW9gSws4lsuNu%2f4R%2f5TeBlUnOiidj5nodg%3d°/a3d 2/3
9/30/2018
https://www.floridabuilding.org/prlpr app_dtf.aspx?param=wGEVXQwtDgUOAT9TZVWgsW9gSws4lsuNu%2f4R%2f5TeBlUnOildi5nodg%3d%3d 3/3
FOR MAX. FRAME WIDTH SEE PRESSURE TABLE ON THIS SHEET
TAN . r7-: n-- 2"
FIN ANCHOR WITHIN 4"
OF CORNERS & 8" MAX.
O.C. SEE "FRAME
ANCHOR REQUIREMENTS
TABLE" ON SHEET 2
FOR REQUIREMENTS.
i/
CLUSTER FIN ANCHORS AT
THIS LOCATION SUCH THAT
THERE ARE A TOTAL OF 5
POSITIONED AS SHOWN. SEE
FRAME ANCHOR.
sIMR AR & REQUIREMENTS TABLE" ON
OPPOSITE SHEET 2 FOR REQUIREMENTS.
31
EXTERIOR ELEVATION:
SLIDING DOOR
SCALE: 3/4" = 1'-0'
NAIL FIN MOUNT CONDITION)
1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EI4BEO TO BASF. MATERIAL SHALL BEBEYONDWALLFINISHORSTUCCO.
2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THESTRUCTURE
S. THESE NON -IMPACT RATED PRODUCT INSTALLATIONS ARE :N ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THEFLORIDABUILDINGCODE (FBC).
4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OFRESISTINGCORROSIONCAUSEDBYTHEPRESSURETREATINGCHEMICALSWTHEWOOD.
5. MATERIALS, INCLUDING BUT NOT L'MITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALSSHALLMEETTHEREQUIREMENTSOFFLORIDABUILDINGCODECHAPTER20.
6. TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS CERTIFIED & QUALITY ASSURED BY A FLORIDA STATEA -PROVED CERTIFICATION/QA ENTITY & SHALL BE LAMMED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OFBUSINESS & PROFESSKINAL REGULATION SPECIFICATIONS. PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE INACCORDANCEWITHTHEMANUFACTURER'S QUALITY ASSURANCF SPFCIFICATIONS & TESTING REPORTS. 7. CERTIFICATION OF THESE PRODUCT 'INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: I) PRODUCT IS WALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE KCAL BUILDING DEPARTMENT. 2) PRODUCE ISINSTALLEDBYANYONEOTHERTHANALICENSEDCONTRACTOREXPERIENCEDWITHINSTALLATIONSOFTHISTYPEOFPROMX.T. 3) IF CHANGES HAVE OCCURRED TO THE PRODUCT'S CERTIFICATION ENTIYS CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BEINCORRECTORINCANSISTENTWITHWENTHASBEENTESTED.
6 THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FORTHEINSTALLEDPRODUCT.
0. THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED PRODUCT IS NOT PART OFTHISINSTALLATIONCERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER &/OR INSTALLER.
ANY OTHER PRODUCT
FOR MAX. FRAME WIDTH SEE PREESSUUR E TABLE ON THIS SHEET
4" MAX. 190.0 A3 3A--,K-,y 190.CAX. J 4" MAX. III_.I
MAX."
i
v
ti
FRAME SCREWS WHERE SHOWN.
SEE "FRAME ANCHOR
o REQUIREMENTS TABLE" ON SHEET
w 2 FOR REQUIREMENTS.
m
B
3
SIMILAR & OPPOSITE
B
LO
W
N
2
ACTIVE
4 STRIKE SCREWS INTO
SUBSTRATE. SEE "FRAME
ANCHOR REQUIREMENTS
TABLE" ON SHEET 2 FOR
SCREW REQUIREMENTS.
ALLOWABLE PRESSURE TABLE
2-PANEL SLIDING DOORS)
MAX.
FRAME
HEIGHT
MAX.
FRAME
WIDTH
ALLOWABLE
PRESSURE
POSITIVE NEGATIVE
82" 72" 35 PSF 35 PSF
96" 96" 25 PSF 25 PSF
EXTERIOR ELEVATION:
SLIDING DOOR
SCALE: 3/4" = 1'-0"
FRAME SCREW MOUNT CONDITION)
THR .HOD NOTE:
WEEP HOLES SHALL BE PLACED IN THRESHOLDS ASREQUIREDBYAPPLICABLEQUALITYASSURANCE
INSTALLATION EVALUATION IS BASED ON APPUCASLE ANCHOR STANDARDS ANO/ORINFORMATION & RESULTS FROM APPLICABLE TEST REPORTS. THE FLMBDA BUILDINGCODEVERSIONCONSIDEREDWITHTHEEVALUATIONWASTHATWFORCEATTHETIMEOFTHEEVALUATION. IN THE EVENT OF CODE VERSION CWWGES/UPDATES OR INTHEEVENTTHATNEWORADDITIONALTESTINGISCOMPLETEDONTHEREFERENCEDPRODUCT, PRIOR TO STATING CODE GO.NPUAVCE WITH THE STATE, THE MANUFACTURERSHALLCONFORMWITHTHEINSTALLATIONEVALUATIONENGINEEROFRECORDTHATTHEINSTALLATIONSSPECIFIEDHERE -IN ARE CURRENT WITH THE THEN CURRENT TESTING, CODE AND APPLICABLE STANDARDS.
O
18" MAX. On
O.C.
S
9 —A_ 4" MAX.
m
Reg
Y
0 z 53
Q "l n
3iU a
S3
1 OF
ALTERNATE ANCHOR/SUB_GrRATE EVALUATION NOTE -
ALL ALTERNATE ANCHORS IN THEIR 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.
FRAME ANCHOR REQUIREMENTS- TABLE"
OPENING TYPE FRAME/NAIL FIN/STRIKE TO MINIMUM FMINIMU, SUBSTRATE) OPENING FASTENER TYP I EMBED iEDGE Ofi
MIN. 20 WOOD FRAME OR BUCK
MIN. GR. 3 k.G=0.55) NO. 10 SMS OR WOOD SCREW 1 1/4' 3/4"
MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1 2'
MIN. I/8' 7HK A35 STEEL NO. 10 GR, 5 SELF TAP/DRILL SCREW FULL 1/2"
MIN. 1/8' THK 6063-T5 ALUM. MO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
C-90 CMU 2500 PSI CONCRETE 1) 1/4" CONCRETE SCREW 1 1/4' 1 2"
2) NAILING FIN FASTENERS
MIN. 2X4 WOOD FRAME OR BUCK
MIN. GR. 3 8 G=0.55) 11 GAROOFING NNL 1 7/8" 1/2" MIN.
2X4 WOOD FRAME OR BUCK MIN.
GR. 3 k G=0.55) NO. 8 X 1 1/2- SMS 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. NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" STRIKE
SCREWS MIN.
2X4 WOOD FRAME OR BUCK MIN.
GR. 3 h G=0.55) NO. 8 SMS OR WOOD SCREW 1 1/4" 1/2' MIN.
18 GA 33 KSI META, DI MO. 8 GR. 5 SELF TAP DRILL SCREW IFULL 1 1/2' MIN. 1/8" THK A36 STEEL I NO. 8 GR. 5 SELF TAP/DRILL SCREW I Ail l . 1/9" 1)
CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEK (S.S.), ITW RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). 2) WHEN SCREWS ARE USED WITH THE MAIL FIN, THEY MUST BE A WAFFLE HEAD SCREW ORHAVEAFIATWASHERATTHESCREWHEAD- 3)
FRAME SHEAR SCREWS MUST BE PAN HEAD SCREWS. rUH
MAX, FHAME WIDTH SEE
PRESSURE TABLE ON THIS SHEET O1
4
NrFINHOR
WITHIN 4"ERS8" MAX.FE
FRAMEREQUIREMENTS o
TABLE" ON THIS SHEET w
m
FOR
REQUIREMENTS. N
4 OPPOSITE
FIXED
41 w
a
w
w
a
fi
o
SIMILAR
k OPPOSITE
4
4
EXTERIOR
ELEVATION• SINGLE
FIXED PANEL SCALE:
3/4" = 1'-O" NAIL
FIN MOUNT CONDITION) FOR
MAX. FRAME WIDTH SEE
PRESSURE TABLE ON THIS SHEET 6"
MAX. 18" MAX. 2
O.C. 4 FRAME
SCREWS WHERE N
SHOWN. SEE "FRAME ANCHOR
REQUIREMENTS TABLE"
ON THIS SHEET o
0FOR REQUIREMENTS. 9
m
SIMILAR SIMILAR v
N a w
a
u)
FXED -
4 x
a"
3SIMILAR
k ITEMERIOR
ELEVATION, SINGLE
FIXED PANEL SCALE:
3/4" = 1'-0" FRAME
SCREW MOUNT CONDITION) PRESSURE
TABLE PANEL
DOORS) FRAME
ALLOWABLEDTH aPRESSUREPOSITIVENEGATIVE/i6"
30 PSF 35 PSF1/2" 25 PSF 25 PSF 6"
MAX. 4-
MAX. 18"
MAX. O.
C. 4"
MAX aje`
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NO. OF
4 a
SEALANT
OTHERS
FIN ANCHOR PER
ELEVATION SUBSTRATE BY OTHERS PER 'FRAME
SEALANT BY ANCHOR REQUIREMENTS TABLE"
OTHERS BEHIND
NAIL FIN
1/4" MAX.
SPACE
OTHERST BY
SEAL SPAC
WITH LOW
EXPANSION
E _
FOAM
AROUND s
PERIMETER
OF WINDOW
EXTERIOR
FRAME
SECTION Al
SCALE: 1/2 FULL 3
NAIL FIN MOUNT)
EXTERIOR I
BUM SEALING
S
w
WASHER REQUIRED AT x
EACH FASTENER
LOCATION AT THE SILL q
BY d TSEALANTOTHERSOTHERS
1/4" MAX. SHIM
AT EACH ANCHOR
SEALANT BY
OTHERS
f.:..
FRAME ANCHOR
SUBSTRATE DY SECTION PER ELEVATION
OTHERS PER C
FRAME ANCHOR SCALE: 1/2 FULL 3
REQUIREMENTS (FRAME SCREW MOUNT)
TABLE"
1/4" MAX. SHIM FRAME WIDTHATEACHANCHOR
FRAME ANCHOR PER ELEVATION SEAL SPACE WITH LOW
w:.
l. VEXPANSION FOAM AROUND
PERIMETER OF WINDOW FRAME
3/8" MAX. SHIM
AT EACH ANCHOR
SEAL SPACE =
WITH LOW w
EXPANSION =
FOAM
AROUND
PERIMETER
OF WINDOW
EXTERIOR -/ u
FRAME
SECTION Az
SCALE 1/2 FULL 3
FRAME SCREW MOUNT)
STRIKE ANCHORS
PER ELEVATION
FRAME ANCHOR—.
PER ELEVATION v
SUBSTRATE BY
OTHERS PER
FRAME ANCHOR .
REQUIREMENTS
TABLE" d EXTERIOR
SECTION B
SEALANT DY_77OTHERS SCALE: 1/2 FULL 3
FRAME SCREW MOUNT)
CONTINUOUS WOOD MEMBER LESS SUBSTRATE BY
IN SIZE THAN A'2X- BUCK'To BE OTHERS PER
MIN. 3 1/2" DEEP. NOT REQUIRED FRAME ANCHOR
WHEN SHIM SPACE IS WITHIN REQUIREMENTS
ALLOWABLE DIMENSIONS SHOWN IN TABLE"
SECTIONS).
SEALANT
OTHERS
FRAME & STRIKE---' l(i IU[
ANCHORS PER
ELEVATIONS &
FRAME ANCHOR
REQUIREMENTS OTABLE"
EXTERIOR
OPTIONAL DIRECT MOUNT DETAIL
TO SUBSTRATE WITH SPACER
HEAD SECTION SHOWN, SILL & SIDES ARE INSTALLED THE SAME)
FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
SLIDING DOOR SHOWN, FIXED PANEL DOOR IS INSTALLED THE SAME)
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13
OF
FIN ANCHOR PER
ELEVATION SUBSTRATE BY OTHERS PER "FRAME
SEALANT 8Y ANCHOR REQUIREMENTS TABLE" FRAME ANCHOR
ELEVATION
PER
1/4" MAX. SPACE FRAME WIDTHOTHERSBEHIND7.:,' ' .'',•`'.. ,' ..: , '. i": . NAIL FIN
SEAL SPACE WITH LOW
c:. '•:`;a.• 3/8" MAX. SHIM SUBSTRATE BY
EXPANSION FOAM AROUND
PERIMETER OF WINDOW FRAME
1/4" MAX.
SPACE
AT EACH ANCHOR OTHERS PER
FRAME ANCHOR `
o
1 SEALANT BYV'•( REQUIREMENTS -
SEALANT BY
OTHERS O
OTHERS
SEAL SPACE
TABLE"
FIN ANCHOR a
SEAL SPACE
WITH LOW
EXPANSION
PER ELEVATION
WITH LOW
EXPANSION =
FOAM 4
FOAM
AROUND
PERIMETER
w
D
AROUND E OF WINDOW SEALANT BY
PERIMETER
EXTERIOR FRAME OTHERS BEHIND
OF WINDOW NAIL FIN
EXTERIOR FRAME SECTION D2
SECTION
1 SCALE: 1/2 FULL 4 SEALANT BY
DRIERSSCALE: 1/2 FULL
D1
4 FRAME SCREW MOUNT)
NAIL FIN MOUNT) SECTION E1
SCALE: 1/2 FULL 4
NAIL FIN MOUNT)
1/4" MAX. SHIM FRAME WIDTHATEACH. ANCHOR
SPACE WITH LOW
FOAM AROUND
ETER OF WINDOW FRAME
FRAME ANCHOR
EXPANSION
PER ELEVATION
SUBSTRATE BY I I
OTHERS PER
FRAME ANCHOR
L—J
RQUIREMENTS EXTERIOR ti{11111t1 2jI
N/
SEALANT BY
OTHERS
SECTION E2 7 ' z
SCALE: 1/2 FULL 4 f '• .• < '
FRAME SCREW MOUNT) dk4f -0\N
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