HomeMy WebLinkAbout1313 Olive Ave 17-1564; WINDOWS & DOORSL i1
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 1 lD L4
Documented Construction Value: $ ("66 a 0-0
Job Address: / 123 j'j l 'Ve- AV e- 1 -C wal Historic District: Yes No
Parcel ID: 3 5 - 1 '? "' 0 - S Aa;. b C cn a 63 ":7 S — Residential 0- Commercial
Type of Work: New Addition Alteration Repair Demo U Change of Use Move
Description of Work: '
Plan Review Contact Person: t 1 1rGJ1rs"'b_:3 6 l'l&4 Title: C` V'*0-,&W-L
Phone: -3 112 aZ L 7Fax: Email: irl CwSj,Nag _Iao Q q ltc i
Property Owner Information
Name 6Y .; i•Phc lead .(-.g.7-. 7 5
2
Street: Resident of property?
61titt City,
Stap rg, n Ji J t a' u'3Rkgk3 ' r"A s
Contractor InfQri r A
n
T
Name
1 V ` aA LL Phone: ; 1- 316 — 2C/ 7'7 Street: /
2-1 W I qd S't' Fax: City,
State Zip: 1 413- State. License No.: CJ3C 12S 12 S- ArchitectlEngineer
Information Name:
Phone: Street:
Fax: City,
St, Zip: E-mail: Bonding
Company: Mortgage Lender: Address:
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: 5'h Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application
i
A .
a
NOTICE: In addition to the requirements of this permit, there iiaay 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 considere; 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.
1
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.
I
0 V Z'01 3, oi
SignatureofOwner/Agent / ate i Signature of Contractor/Agent Date
6
Pr t O er/Agent's am j Prin/Ulctractor/Agent's N e i
u of M&W- ot a m SHANJEf?CW JOHNiON I Signature ' Nn
r
Notary
Public - State of Florida } r•i r" ;nZ.
ANNETTE 9LAND Commission # ¢
G 029868 =Notary Public -Slate of Florida ar.
My Comm. Expires Sep 13, 2020 Commission #GG 060623 h"lots". - y1 V "
ql'1. :r nlfl-C Jan 15. 2018 .. it
ner/AgenC is Personally Knowo to Me or r
Contractor%
Agedt is ` Personally Irno'MA Me or Produced
ID Type of ID . Produced ID Typo of ID T (
k - 00- Sit - n - O W. OS 11 'zV BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building K Electrical Mechanical Plumbing Gas[] Roof Construction
Type: Total
Sq Ft of Bldg: Occupancy
Use: Min.
Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes No # of Heads APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING:
6 -r9- 17 -q::- Revised:
June 30, 2015 Permit Application
REQUIRED INSPECTION SEQUENCE
BP# C 7 - I sG-4
BUILDING PERMIT
Mtn Max Insection Description Footer /
Setback Stemwall
Foundation /
Form Board Survey Slab /
Mono Slab Prepour, . Lintel /
Tie Beam / Fill / Down Cell Sheathing —
Walls Sheathing —
Roof Roof
Dry In Frame
Insulation
Rough In Firewall
Screw Pattern Drywall /
Sheetrock Lath
Inspection Final
Solar Final
Firewall Final
Roof Final
Stucco / Siding Insulation
Final Final
Utility Building p
9cTc7 Final Door cooFinal
Window Final
Screen Room Final
Pool Screen Enclosure Final
Single Family Residence Final
Building (Other) Address:
1'3,'3 LtvP E
ECp'RJCk P1ER10!V4T min
Maas Ins eetion Descri tion Electric
Underground Footer /
Slab Steel Bond Electric
Rough T.
U.G. Pre -
Power Final Electric
Final Min
Max Inspection Descri lion Plumbing
Underground Plumbing
Sewer Plumbing
Tub Set Plumbing
Final Min
Marx Ins ection Descri Lion Mechanical
Rough Mechanical
Final min
I Max Gas
Unde Gas
Roug Gas
Final REVISED:
June 2014
CITY OF SANFORb
BUILDING AND FIRE PREVENTION DIVISION
D,k` 300 N. PARK AVENUE
SANFORD, FLORIDA 32772
PHONE: 407.688.5150
FAX: 407.688.5152
PLAN REVIEW COMMENTS
Application Number: 17-1564 Date: 06/01/2017
Project Description: Windows/Door Contact Name: Marshall Pollard
Job Address: 1313 Olive Ave Contact Email: MarshallPollard42(&gmail.com
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as
amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or
supplemental information as requested. Permit submittals will not be accepted without two copies.
COMMENTS:
1. Please provide two (2) copies of an exterior wall floor plan indicating the location and size of all windows & doors. The floor plan
can be hand drawn must be legible.
FBC 107, Submittal Guidelines
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal
ordinances of this jurisdiction.
Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival.
Respectfully,
Steve Fiorey, CBO
Residential Plans Examiner
1-
POLLARD,S CONST. INC
129 WEST 19TH ST APOPKA ;FLA
CBC 1251257
321-310-2977
TO MR. ASTON TAYLOR
1313 OLIVE AVENUE
SANFORD FLA
407-687-6785
THIS AGREEMENT BETWEEN POLLARD,S CONST. AND MR. AUSTON TAYLOR
GIVES, WHAT WILL BE DONE AND THE AMOUNT.
ON THIS 29TH DAY OF MAY IN THE YEAR 20-17 .
WE AT POLLARD,S CONST. WILL FINISH THE HANGING OF THE TWO
EXTERIOR DOORS AND FINISH THE WINDOWS BY ADDING MORE FASTNERS
AND CORKING PROPERY THE WINDOWS AND DOORS.
FOR A FEE OF $650.00 - DOWN PAYMENT $325.00 , PERMIT WILL BE APPLIED
FOR ON TUES , THE 30TH OF MAY IF THE PROPER PAPERS ARE ALL SIGNED.
OWNER-ADJENT
Hallmark® Certificate of Conformance and License (CCL)
Pella Corporation
102 Main Street
Pella, IA 50219
Mfr ID: 411 -
For more information visit www.amscerf.com
Website:
TEL: 641-621-3820
Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate
411-H-1462.06 Pella 250, Non -reinforced, 1 lock, new construction 101/I.S.2/A440-11 Class R-PG35; Size tested 1016mm 1600mm C9414.01-501-47 12/18/2013 8/6/2021
frame 1016x1600mm (-40x63in); DP
35/-35psf; Water Pen. Resist.
Test Pressure = 330Pa
6.90psf); Can. Air Infil/Exfil.
Level = A2
411-H-1462.07 Pella 250, Non -reinforced, 1 lock, new construction 101/I.S.2/A440-08 Class R-PG35; Size tested 1016mm 1600mm C9414.01-501-47 12/18/2013 8/6/2021
frame 1016x1600mm (40x63in); DP
35/-35psf; Water Pen. Resist.
Test Pressure = 330Pa
6.90psf); Can. Air Infil/Exfil.
Level = A2
r
WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its participating By. .; : ,, ` Joan McFee, C:er7iticarior? Mgr, tIVV "A Hallmark
manufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have
been manufactured in accordance with the standards. It is further certified that the plant(s)facilities, Program Sponsor: Program Administrator:
quality control procedures, methods, and processes of Licensee have been inspected by WDMA,
Window and Door Manufacturers Assoc Administrative Management Services, Inc.
330 N. Wabash Avenue, Suite 2000 PO Box 730, 100 West Main
and are subject to regular follow-up inspection and test. It is further certified that samples of the Chicago, IL 60611 Sackets Harbor, NY 13685
product set forth above were tested and found to comply with the standards. TEL (312)673-4828 www.wdma.com TEL (315)646-2234 staff@amscert.com
WD-20 10114109 Wednesday, January 29, 2014 Page 1
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: NI006115.01
1955 Powis Road Certification Date: 07/29/2005
West Chicago, IL 60185 Expiration Date: 12/31/2020
Revision Date: 11/21/2014
Product: Metal -Edge Steel Opaque Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites
w/Wood Frame unless noted)
Specification: TAS 201/202/203/ASTM E330
The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at waaw,Naniicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI).
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design Test Impact Drawing Number &
Outswing Opaque Size Pressure Pressure Rated Comments
X I/S Opaque 3'0" x 6'8" 76/-76 2.86 psf Yes NCTL-210-1864-1,2,3,4
Single Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FL0132-05
X O/S Opaque 3'0" x 6'8" 76/-76 8.25 psf Yes NCTL-210-1861-1,2,3,7,8,9
Single Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-F1..0132-05
XX I/S Opaque 6'0" x 6'8" 55/-55 2.86 psf Yes NC'l'l_-210-1905-1,2,3,4,5,6
Double Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Detail-MA-FL0132-05
XX O/S Opaque 6'0" x 6'8" 55/-55 8.25 psf Yes NCTL-210-1905-1,2,3,4,5,6
Double Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Detail-MA-F1..0132-05
XO/OX I/S Opaque Door 6'0" x 6'8" 55/-55 2.86 psf Door -Yes NCTL-210-1905-1,2,3,4,5,61
Single w/Sidelite Glazed Sidelite Sidelite-No Maximus, Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x WK
Anchor Detail-MA-FL.0132-05
XO/OX O/S Opaque Door 6'0" x 6'8" 55/-55 8.25 psf Door -Yes NCTL-210-1905-1,2,3,4,5,E
Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Detail-MA-FL0132-05
OXO I/S Opaque Door 9'0" x 6'8" 55/-55 2.86 psf Door -Yes NCTL.-210-1905-1,2,3,4,5,6
Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 30" x 6'8"
Anchor Detail-MA-FL0132-05
OXO O/S Opaque Door 9'0" x 6'8" 55/-55 8.25 psf Door -Yes NCTL-210-1905-1,2,3,4,5,E
Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'V/Sidelite: 3'0" x 6'8"
Anchor Detail-MA-FL0132-05
OXXO I/S Opaque Doors 12'4" x 6'8" 55/-55 2.86 psf Doors -Yes NCTL-210-1905-1,2,3,4,5,6
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8-
Anchor Detail-MA-FL0132-05
OXXO O/S Opaque Doors 12'4" x 6XI 55/-55 8.25 psf Doors -Yes NCTL-210-1905-1,2,3,4,5,6
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Detail-MA-FL0132-05
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, V 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
Page 1 of 1
RECORD COPY
JUN 14 2017
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REVIEWED FOR CODE COMPLIANCE
5
PLANS EXAMINER
t4-t1
DATE
SANFORD BUILDINa DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY -OF THE PROVISIONS OF -THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
http://parceldetail.scpafl.orgIFootprintPage.aspx?PID=3519305AJ0000037B&BLDGNO=... 6/14/2017
Florida Building Code Online http://www.floridabuildincy.org/pr/pr—app_dtl.aspx?paramw...
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eCIS Home Log In User Registration Hot Topics Submit Surcharge Stars & Facts Publications FSC Staff l3CIS Site Map Links Search
n"n Product Approval11USER: Public User
Product A.ppro,al -0e- > Prod-t or A.pphcabon Search > Application Lift > Application Detail
FL a FL4940-R7
Application Type Revision
Code Version 2014
Application Status Approved
n
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
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
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Masonite International
1955 Powis Road
West Chicago, IL 60185
800)663-3667
sschreiber@masonite.com
Steve Schreiber
sschreiber@masonite.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Method 1 Option A
06/01/2015
06/03/2015
1 of 3 05/30/2017 11:17 AM
Florida Building Code Online http://www.floridabui]ding.or-/pr/pr app_dtl.aspx?param=w...
Date Approved 06/06/2015
Summary of Products
FL # Model, Number or Name Description
4940.1 Metal -edge Steel Side -Hinged Door
Units
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +76.0/-76.0
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, do not
exceed the design pressures listed. 3'-0" x 6'-8" max nominal
size. Max DP = +/- 76.0. When large missile impact resistance
is required, hurricane protective system is NOT required. See
installation drawing DWG-MA-FLO132-05 for additional
information.
4940.2 Metal -edge Steel Side -Hinged Door
Units
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55.0/-55.0
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, do not
exceed the design pressures listed. 12'-0" x 6'-8" max nominal
size. Max DP = +/- 55.0. When large missile impact resistance
is required, hurricane protective system is NOT required on
opaque panels, but is required on glazed panels. See installation
drawing DWG-MA-FL0132-05.
4940.3 Metal -edge Steel Side -Hinged Door
Units
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +48.3/-48.3
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, do not
exceed the design pressures listed. 12'-0" x 8'-0" max nominal
size. Max DP = +/- 48.3. When large missile impact resistance
is required, hurricane protective system is NOT required on
opaque panels, but is required on glazed panels. See installation
drawing DWG-MA-FL0133-05.
4940.4 Metal -edge Steel Side -Hinged Door
Units
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50.5/-50.5
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, do not
exceed the design pressures listed. 12'-0" x 6'-8" max nominal
size. Max DP = +/- 50.5. When large missile impact resistance
is required, hurricane protective system is required. See
installation drawing DWG-MA-FLO134-05 for additional
information.
4940.5 Metal -edge Steel Side -Hinged Door
Units
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +43.0/-45.0
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
6'-8" Opaque I/S and O/S Single Door
Certification Agency Certificate
FL4940 R7 C CAC NI006115.01.pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL4940 R7 II FL0132.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL4940 R7 AE_504B.pdf -
Created by Independent Third Party: Yes
6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites
Certification Agency Certificate
FL4940 R7 C CAC N1006115.01.Ddf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL4940 R7 II FL0132.1)df
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL4940 R7 AE 502B.pdf
Created by Independent Third Party: Yes
8'-0" Opaque I/S and O/S Door w/ or w/o Sidelites
Certification Agency Certificate
FL4940 R7 C CAC N1006115.02.pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL4940 R7 II FL0133.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL4940 R7 AE 5016.1)df
Created by Independent Third Party: Yes
6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites
Certification Agency Certificate
FL4940 R7 C CAC NI006115.03.pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL4940 R7 II FL0134.1)df
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL4940 R7 AE 502B.pdf
Created by Independent Third Party: Yes
8'-0" Glazed I/S and O/S Door
Certification Agency Certificate
FL4940 R7 C CAC NI006115.04.pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL4940 R7 II FL0135.pdf
Verified By: National Accreditation & Management Institute
2 of 3 05/30/2017 11:17 AM
Florida Building Code Online
r'
http://www.floridabuildino,.org/pr/pr_app dtl.aspx?param=w...
where pressure requirements as determined by ASCE 7, do not Created by Independent Third Party:
exceed the design pressures listed. 6-0" x 8'-0" max nominal i Evaluation Reports
size. Max DP = +43.0 / -45.0. When large missile impact FL4940 R7 AE 501B.Ddf
resistance is required, hurricane protective system is required. I Created by Independent Third Party: Yes
See installation drawing DWG-MA-FLO135-05 for additional
information.
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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 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 8S0.487.1395. *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:
M L `
Credit Card
secllrli.) hiETk1CSe
6.nLmtis,„', ....
3 of 3 05/30/2017 11:17 AM
MIN
SIDE -HINGED METAL -EDGE STEEL DOOR UNIT
6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES.
3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN
ACCORDANCE WITH SECTION 2220 OF THE FBC.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING OF LITE FRAME MATERIAL:
TFCT nFCrPIPTIn AI nFCir Id ATInN RFCI II T
SELF IGNITION T A 0MD'F
RATE OBURNING ASTM D656.77 IN MIN5 DENSITY
SMOKEFASTM D2843 13.4% TENSILE
STRENGTH- ASTM D638 7.50% DIFF COMPARATIVE
1LNSILL SIRLNGIH AHLK WLAIHLNINO 4500
HOURS XENON ARC METHOD 1 TABLE
OF CONTENTS SHEET #
DESCRIPTION 1
TYPICAL ELEVATIONS & GENERAL NOTES 2
1ANCHORING LOCATIONS & DETAILS 3
JANCHORING LOCATIONS & DETAILS 149"
UAX. OVERALL FRAME WIDTH 21"
MAX 36.375" MAX. D.
L.O. - PANEL WIDTH 37.5" MAX. W/
ASTRAGAL FRAME
WIDTH cp
N O
m J =
W
W
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14M000: Ad*
dnIoNAM CBf1111p6pIN0.:
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t SINGLE
DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES DESIGN
PRESSURE RATING WHERE
WATER INFILTRATION PERFORMANCE IS REQUIRED
TO BE 15% OF DESIGN PRESSURE CONFIG
MAX WIDTH INSWING OUTSWING INSWING OUTSWING X
37.5 76.0 -76.0 76.0 -76.0 19.0 --1 55.0 -5 0 XX
74 55.0 -5.0 5.0 -55.0 19.-19.0 55.0 -555..0 OX
or XO 75 55.0 -55.0 55.0 -55.0 19.0 19.0 55.0 -55.0 OXO
112.5 55.0 0 5555.0 0
55.
0 -55.0 OXXO 55.
0 -55.0 5.0 19.0 55.0 -55.0 r i
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9 x 314"
10 x 2" DETAIL "E" ASTRAGAL
DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT
DETAIL "D" STRIKE PLATE TO FRAME
AS SHOWN.
1.375"
INSWING THRESHOLD
0.962"`
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OUTSWING THRESHOLD
6"
EE DETAIL
C"
Ad*dum to NAN
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6"
ASTRAGAL RETAINER BOLT HOLE
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THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL T" ASTRAGAL
IG (1/8" TEMP. GLASS)
DOW 832 DECORATIVE INSERTOPTIONALRBUTYLALUM, STEEL BUTYL SPACERAL
1/2" BITE
6 X 1-1/2" PHS
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DWG-MA-FL0132-05
SHEET 2 OF 3
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FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4".
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.
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HARDWARE SCHEDULE
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SMAXHIM 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2. 4" X 4" FULL MORTISE BUTT HINGES
TYPICAL MASONRY
ANCHOR INSTALLATION
MIN1.N L 0.25" MAXSHIM
CL —I I—;
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
4-9/16" MIN JAMB
1"X1/2" CORRUGATED N1OX2" WOOD SCREW
3" FROM EACH END 6" FROM EACH END
AND 7" OC AND 12" OC
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COMBINATION COMBINATION
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SHEET _L OF 3
Florida Building Code Online
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BCIS Home Log In User Registration Hot Topics ` Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search
Product ApprovaldbprSy ". USER: Public User
Prr.cii.ict Opp royal He- > Product or Application Search > Application List > Application Detail
FL # FL16812-R2
Application Type Revision
Code Version 2014
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Pella Corporation
Address/Phone/Email 102 Main St.
Pella, IA 50219
641)621-6096
pellaproductapproval@pella.com
Authorized Signature TROY FARR
tbfarr@pelia.com
Technical Representative TROY FARR
Address/Phone/Email 18600 NE WILKES ROAD
PORTLAND, OR 97230
503) 405-9176
tbfarr@pella.com
Quality Assurance Representative Pat Bortscheller
Address/Phone/Email 102 Main Street
Pella, IA 50219
641) 621-1000
P3Bortscheller@pella.com
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Window and Door Manufacturers Association
Validated By Terrence E. Lunn, PE
I —, Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard
AAMA/WDMA/CSA 101/I.S.2/A440-08
m<5 AAMA/WDMA/CSA 101/I.S.2/A440-11
i"`
C;a,,4 O Equivalence of Product Standards
r rf CV Certified By
y' 1 7
i A
4y q"I
ME
Product Approval Method Method 1 Option A
1.
Year
2008
2011
I of 4 05/30/2017 11:12 AM
Florida Building Code Online http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=w...
Date Submitted 03/09/2016
Date Validated 03/10/2016
Date Pending FBC Approval
Date Approved 03/17/2016
Summary of .Products
FL # Model, Number or Name Description
16812.1 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: +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.
16812.3 250 Series Single Hung Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: Configurations of glass shall conform to the current
ASTM E1300 standard.
16812.4 250 Series Single Hung Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +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.
36" x 63" vinyl non -impact single window
Certification Agency Certificate
FL16812 R2 C CAC CCL 411-H-1462.06 .07.1)df
Quality Assurance Contract Expiration Date
08/06/2021
Installation Instructions
FL16812 R2 II Drawing 1867.pdf
Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16812 R2 AE Drawinq 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 R2 C CAC CCL 411-H-1462.08 .09.1)df
Quality Assurance Contract Expiration Date
08/06/2021
Installation Instructions
FL16812 R2 II Drawing 1867.odf
Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16812 R2 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 R2 C CAC CCL 411-H-1462.14 .15.pdf
Quality Assurance Contract Expiration Date
08/13/2021
Installation Instructions
FL16812 R2 II Drawing 1867.pdf
Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16812 R2 AE Drawing 1867.1)df
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 R2 C CAC CCL 411 H-1462.16_.17.pdf
Quality Assurance Contract Expiration Date
08/13/2021
Installation Instructions
FL16812 R2 II Drawing 1867.pdf
Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16812. R2 AE Drawing 1867.pdf
Created by Independent Third Party: Yes
72 1/2" x 63" vinyl non -impact double window
Certification Agency Certificate
FL16812 R2 C CAC CCL 411-H-1462.00 .01.pdf
Quality Assurance Contract Expiration Date
06/14/2021
Installation Instructions
FL16812 R2 II Drawinq 1867.pdf
Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16812 R2 AE Drawing 1867.pdf
Created by Independent Third Party: Yes
2 of 4 05/30/2017 11:12 AM
Florida'Building Code Online http://www.floridabuildincy.org/pr/pr app_dtl.aspx9param=w...
16812.6 i 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.
16812.7 250 Series Single Hung Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: Configurations of glass shall conform to the current
ASTM E1300 standard.
16812.8 { 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.
16812.9 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: +35/-35
Other: Configurations of glass shall conform to the current
ASTM E1300 standard.
16812.10 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: +50/-50
Other: Configurations of glass shall conform to the current
ASTM E1300 standard.
96" x 72" vinyl non -impact double window with fully reinforced
stiles & rails
Certification Agency Certificate
FL16812 R2 C CAC CCL 411-H-1462.18 .19.pdf
Quality Assurance Contract Expiration Date
08/09/2021
Installation Instructions
FL16812_R2_II_Drawinq 1867.pdf
Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16812 R2 AE Drawing 1867.pdf
Created by Independent Third Party: Yes
72" x 65 1/2" vinyl non -impact double window with fully
reinforced stiles & rails & HP package
Certification Agency Certificate
FL16812 R2 C CAC CCL 411-H-1462.20 .21.pdf
Quality Assurance Contract Expiration Date
08/09/2021
Installation Instructions
FL16812 R2 II Drawing 1867.odf
Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16812 R2 AE Drawing 1867j2df
Created by Independent Third Party: Yes
108" x 63" vinyl non -impact triple window
Certification Agency Certificate
FL16812 R2 C CAC CCL 411-H-1462.00_.01.pdf
Quality Assurance Contract Expiration Date
06/14/2021
Installation Instructions
FL16812 R2 II Drawing 1867.pdf
Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16812 R2 AE Drawing 1867.pdf
Created by Independent Third Party: Yes
48" x 84" vinyl non -impact single window with transom with
fully reinforced stiles & rails
Certification Agency Certificate
FL16812 R2 C CAC CCL 411-H-1462.04 .05.pdf
Quality Assurance Contract Expiration Date
08/09/2021
Installation Instructions
FL16812 R2 II Drawing 1867.pdf
Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16812 R2 AE Drawing 1867.pdf
Created by Independent Third Party: Yes
42" x 83.5" vinyl non -impact single window with fully reinforced
Stiles & rails & HP package
Certification Agency Certificate
FL16812 R2 C CAC CCL- PEL-H-1462.pdf
Quality Assurance Contract Expiration Date
11/04/2025
Installation Instructions
FL16812 R2 II Drawing 1867.2df
Verified By: Warren W. Schaefer 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16812 R2—AE—Drawing 1867.pdf
Created by Independent Third Party: Yes
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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 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
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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
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1. ALL FASTENERS SFIALL OE 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 A, INSTALLED TO TRANSFER
WIND LOADS TO THE STRUCTURE.
3. THESE NON -IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE
REQUIREMENS 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 CUEMICATES 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 & SHALL BE LABELED IN ACCORDANCE WITH THE
FBC AND THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPTDLFICAT10NS_
PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHAIL BE IN ACCORDANCE WITH THE
MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & ISSUING REPORTS.
7. CERTIFICATION OF THESE PRODUCT INSTALIATIONS SHALL BE CONSIDERED VOID IF ANY OF THE
FOLLOWING APPLY: 1) PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE. APPLICABLE LOCAL
BUILDING DEPARTMENT. 2) PRODUCT IS INSTALLED BY ANYONE OTHER THAN A I.ICF.NSED 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 IO BE INCORRECT OR
INCONSISTENT WITH WHAT HAS BEEN TESTED.
6. 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.
INSTALUPON EVALUATION IS BASED ON APPUCABLE ANCHOR STANDARDS AND/DR INFORMATION & RESULTS FROM
APPLICABLE 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 IS COMPLETED ON THE REFERENCED
PRODUCT, PRIOR TD STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SHALL CDNFIRM
WITH THE INSTALLATON EVALUATION ENGINEER OF RECORD THAI THE INSTALLATIONS SPECIFIED HERE -
IN ARE CURRENT WITH THE THEN CURRENT TESTING, CODE AND APPLICABLE STANDARDS. FRAME
ANCHOR REQUIREMENTS TABLE OPENING
TYPE FRAME/CLIP/NAIL FIN TO MINIMUM MINIMUM SUBSTRATE)
OPENING FASTENER TYPE I EMBED JEDGE DIST. MIN.
2X4 WOOD FRAME OR BUCK 0.
55 MINGR. 3 & G=) 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. N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MI_N.
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 N0. 10 GR. 5 SELF TAP/DRILL SCREW01/4"
2" MIN. 1/
8" THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW MIN. 1/
B" THK 6063-T5 ALUM. NO. 10 OR. 5 SELF TAP/DRILL SCREW 2500 PSI
CONCRETE 2) 1/4" CONCRETE SCREW 3) NAILING
FIN FASTENERS MIN. 2X4
WOOD FRAME OR BUCK MIN. GR.
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. B GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/
8" THK 6063-T5 ALUM. NO. B GR. 5 SELF TAP/DRILL SCREW FULL 1/2" 1) FRAME
AND INSTALLATION CLIP SCREWS SHALL BE A PAN OR HEX HEAD SCREW. 2) CONCRETE
SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), FEW RAMSET/RED
HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). 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 _ FOR MAX. FRAME WIDTH, SEE NOTE HE
LOW Al - NOTE BELOW 4 I
I
4" MAX.
T FIN
FASTENER
WITHIN 2" OF CORNERS &
4 1/2" FRAME SCREWS WHERE SHOWN MAX. O.
C. WHEN JOB AT SIDES. SEE "FRAME ANCHOR REQUIRED DESIGN
REQUIREMENTS TABLE" ON THIS PRESSURE IS
OVER +/-35 g SHEET FOR REQUIREMENTS. PSF, 9"'
MAX. O.C. WHEN wC2 T NOTE HAT WHENJOB ( JOB REQUIRED DESIGN
m REQUIRED DESIGN PRESSURE IS PRESSURE IS +/-35
PSF w OVER +/-35 A FRAME FILLER OR LESS. SEE "
FRAME o MUST BE USED AT EACH FRAME ANCHOR REQUIREMENTS z
SCREW, SEE
SHEET 5 FOR TABLE" ON THIS
SHEET FOR REQUIREMENTS. T
w 2 PART
DETAIL)
T
S t
CLUSTER
FIN
FASTENERS
AT w a I
MEETING
RAIL
ENDS
SUCH THAT THERE ARE A
TOTAL OF 5 0 POSITIONED AS SHOWN.
SEE FRAME ANCHOR REQUIREMENTS
TABLE" ON THIS
SHEET FOR REQUIREMENTS. B1 EXTERIOR
ELEVATION:
EXTERIOR
ELEVATION: SINGLE WINDOW SINGLE
WINDOW SCALE: 3/4" =
1'-0" SCALE: 3/4" = 1'-O" NAIL FIN MOUNT
CONDITION) (FRAME SCREW MOUNT CONDITION) NOTE: FOR MAX.
SINGLE WINDOW FRAME DIMENSIONS
AND ALLOWABLE DESIGN
PRESSURE, SEE APPLICABLE
FLORIDA APPROVAL ALTERNATE
ANCHOR/SUBSTRATE
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 DR STRONGER THAN THE ANCHOR(S) USED
IN TESTING WITH THIS PRODUCT. SIDE JAMB ANCHOR
SPACING TABLE
MAXIMUM
MAXIMUM FRAME
O.C.
WIDTH SPACING IN.) (
IN.) 54
12 36
4" MAX
F
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Y NOT
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ANDVCR LOCAL APPROVAL SHEET N0. NIT.E T
NOT PRODUCED DY 1}IE MANUFACNRER 1 OF 5 IN THESE CRAWINGSI
48" MAX. FRAME WIDTH
nanwN ar. cHrcx o er
onr ww
oirosn.
Fl1
4
FOR MAX OVERALL FRAME WIDTH SEE SIDE -BY -SIDE WINDOW -
CLUSTER FIN FASTENER
SCREWS AT MULLION ENDS
SUCH THAT THERE ARE A
TOTAL OF 3 POSITIONED AS
1.
o
SHOWN. SEE "FRAME
ANCHOR REQUIREMENTS
o
TABLE" ON SHEET 1 FOR
SCREW REQUIREMENTS. TILLNOTETHATROOFINGNAILS
r ARE NOT APPLICABLE AF
s
MULLION END CLUSTERS)
CLUSTER FIN FASTENERS
C12
AT MEETING RAIL ENDS zo
J SUCH THAT THERE ARE A
o
w o
w
o
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2 SHOWN. SEE "FRAME z
o o
ANCHOR REQUIREMENTS 3
a TABLE' ON SHEET 1 FOR
REQUIREMENTS. a
s
g o g
a w a
D_
FIN FASTENER V ITHIN 2" Z
OF CORNERS & z
9" MAX. O.C. SEE "FRAME
ANCHOR REQUIREMENTS z y
TABLE" ON SHEET FOR z
REQUIREMENTS.
wJC7
a ZN o o2m
EXTERIOR ELEVATION: 4 z wv nZ
a
SIDE —BY —SIDE WINDOW p
zQ
SCALE: 3/4" = 1'-0" EXTERIOR ELEVATION:
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A SI'
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SIZE/
PRESSURE TABLE ON THIS SHEET I
2". ?".
Al CLISTER
FIN FASTENER SCREWS AT MULLION ENDS
SUCH THAT THERE ARE A TOTAL OF 3 m
POSITIONED AS SHOWN_ SEE "FRAME ANCHOR N
REQUIREMENTS
TABLE" ON SHEET 1 FOR C1
SCREW REQUIREMENTS. (NOTE THAT ROOFING NAILS
ARE NOT APPLICABLE AT MULLION END CLUSTERS)
FIN
FASTENER WITHIN 2"' OF CORNERS & CLUSTER FIN FASTENERS AT I
4 1/2" MAX. O.C. WHEN JOB REQUIRED DESIGN MEETING RAIL ENDS SUCH THAT m
PRESSURE IS OVER +/-35 PSF; 9" MAX. O.C. THERE
ARE A TOTAL OF 5 WHEN
JOB REQUIRED DESIGN PRESSURE IS POSITIONED
AS SHOWN. SEE FRAME
ANCHOR REQUIREMENTS PSF
OR LESS. SEE "FRAME ANCHOR REQUIREMENTS TABLE"
ON SHEET 1 FOR TABLE"
ON SHEET 1 FOR REQUIREMENTS. REQUIREMENTS. B1 j
j 4 j 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
63 35 DOUBLE
WINDOW 96
72 35 72
ss 1/2 so 4
j
j
i B1
FOR MAX. OVERALL FRAME WIDTH, SEE SIDE -BY -SIDE WINDOW
SIZE/PRESSURE TABLE ON THIS SHEET
INDIVIDUAL WINDOW WIDTH — INDIVIDUAL WINDOW WIDTH -- INDIVIDUAL WINDOW W OH -I —
3., ,
Iy
T.,
4" MAX.
13 1 1 13 1 4 MAX. I— MAX.O.C. MAX.D.C. I MAX.0.c
Aa _ i
4" MAX.
j I j FRAME SCREWS WHERE SHOWN AT HEAD &
4
SIDES. SEE "FRAME ANCHOR REQUIREMENTS
c TABLE" ON SHEET 1 FOR REQUIREMENTS. (NOTE
THAT WHEN JOB REQUIRED DESIGN PRESSURE 11
w w IS OVER +/-35 A FRAME FILLER MUST DE-
7J- C2 USED AT EACH FRAME SCREW, SEE SHEET 5
s w w 5 v
FOR PART DETAIL)
N N
N 6"
o
z o m
I
I
Irrr
INSTALLATION CLIPS WHERE SHOWN AT SILL.
SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON
SHEET 1 FOR REQUIREMENTS.
84
4" MAX.
y4" MAX. -- I---" MAX.
12 I
O.C. MAX.
1
0 C. I 4" MAX.
1
0 C. `
4" MAX.
EXTERIOR ELEVATION;
SIDE -BY -SIDE WINDOW
SCALE: 3/4" = r-O" SIDE JAMB
FRAME SCREW AND CLIP MOUNT CONDITION) ANCHOR
SPACING TABLE
MAXIMUM
INDIVIDUAL
MAXIMUM
O.C.
WIDTH IN.)
ALLOWABLE SIDE -BY -SIDE
WINDOW SIZE/PRESSURE
TABLE
48" MAX
4" MAX.
j
FRAME WIDTH ----
ca
FRAME SCREWS WHERE SHOWN r
AT SIDES. SEE "FRAME ANCHOR
w
REQUIREMENTS TABLE" ON SHEET s
I FOR REQUIREMENTS.
a
C2 L- z
v5 - w o
a—
6' 3 ozav
o a _ ro
a6j :
p
d woa`o
z
oz
zz
w
j Z rn
4" MAX. rn oz m
ul
EXTERIOR ELEVATION: z z< ^<
SINGLE WINDOW WITH TRANSOM N Wq 4n
SCALE: 3/4" = 1'-0" w aOf
FRAME SCREW MOUNT CONDITION) w
wz
h UN mmaALLOWABLEDESIGNPRESSURE -N a Z
TRANSOM UNITS ONLY) N 3 o
11111111/ oF/-35 PSF ;
P
i
Lo
c, c * W =
N
p
i Z g 3tivd'•., . :figiM
SHEET N0.
3 oT 5
i Di:A'xv IIt CHELI(ED 9r
FIN FASIENER PER FRAME SCREW PER
ELEVATION
SUBSTRATE BY SUBSTRATE BY
ELEVATION
SUBSTRATE BY
SEALANT BY OTHERS OTHERS PER FRAME SCREW OTHERS PER SEALANT 3Y OTHERS OTHERS PER
BEHIND NAIL FIN "FRAME ANCHOR PER ELEVATION "FRAME ANCHOR BEHIND FRAME FLANGE "FRAME ANCHOR
REQUIREMENTS I - REQUIREMENTS - REQUIREMENTS
TABLE" TABLE" --- -- TABLE'
1/4" MAX. 1/4" MAX. SHIM 1/4" MAX. SHIM K
SPACE AT EACH ANCHOR , AT EACH ANCHOR
s
SEALANT BY - 1 0 :p SEALAr10 <•pry C7L .•p} o
OTHERS OTHERS —
SEALANT BY } _
a OTHERS
i 2 1r _
SEAL SPACE WITH
EXTERIOR —'
D SEAT. SPACE WITH = EXTERIOR —
LJ
SEAL SPACE WITH w
LOW EXPANSION LOW EXPANSION LL,
LJ LOW EXPANSION =
EXTERIOR -
FOAM AROUND 4 FOAM AROUND a 4 FOAM AROUND
IL
PERIMETER OF FRAME FILLER PERIMETER OF FRAME FILLER PERIMETER OF <
WINDOW FRAME WINDOW FRAME WINDOW FRAME
SECTION Al SECTION A2 1 ALTERNATE SECTION A2 3 Uj o 0
SCALE: 3/4 FULL 4 SCALE: 3/4 FULL 4 SCALE: 1/2 FULL 4 + p
NAIL FIN MOUNT) _ (FRAME SCREW MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION WITH FLANGE) 3 o <
o
Q
EXTERIOR
EXTERIOR
n
SEAL SPACE WITH
LOW EXPANSION
I_I SFA- SPACE WITH
LOW EXPANSION w
FOAM AROUND
SHIM R TO
FOAM AROUND L
PERIMETER 01
SUPPORT & ALIGN
PERIMETER OF
z
WINDOW FRAME
WINDOW
WINDOW FRAME
3
INSTALLATION
SEALANT BY- C 0
SEALANT BY 0 - CLIP
OTHERS OTHERS
1/4" MAX.
SPACE L 1/4" MAX.
SHIM AS REQ'D TO
MAX. 3/16" SHIM SPACE
SUPPORT & ALIGN THICK X 3"
E•: WINDOW LONG SHIM
AT EACH CLIP
SEALANT BY OTHERS SUBSTRATE BY SUBSTRATE BY OTHERS INSTALLATION CLIP SCREW PER
BEHIND NAIL FIN OTHERS PER PER "FRAME ANCHOR FRAME ANCHOR REQUIREMENTS
FIN FASTENER PER FRAME ANCHOR REQUIREMENTS TABLE' TABLE" (2 PER CLIP).
ELEVATION
REQUIREMENTS
TABLE" SECTION
SECTION B1
B2
SCALE: 3/4 FULL 4
SCALE: 3/4 FULL 4
INSTALLATION CLIP MOUNT CONDITION)
NAIL FIN MOUNT)
i
n- wow o
1zoz
oz
w
G
JOz o o
z wQwz¢^
off` W QV) w a
wEn
oo
w
6
p04mU N
ono
zV)Z dsn
3 o a
LL•S,.?J
P • NN
co o
a
co
a 0:Q:
Z h w
U<
awVL ............
SHEET N0.
4 OF 5
1/4" MAX.
SPACE
SUBSTRATE BY
OTHERS PER
FRAME ANCHOR i
REQUIREMENTS
TABLE"
FIN FASTENER —
PER ELEVATION
FRAME WIDTH --
SEAL SPACE WITH
LOW EXPANSION
FOAM AROUND
PERIMETER OF
WINDOW FRAME
SEALANT BYJ ulJu
OTHERS
BEHIND NAIL
FIN
SEALANT BY
OTHERS
EXTERIOR
SECTION c1
SCALE: 3/4 FULL 5
NAIL FIN MOUNT)
CONTINUOUS WOOD MEMBER LESS
IN THICKNESS THAN A 2X_ BUCK
1/4" MAX. SHIM
AI EACH ANCHOR
SUBSTRATE BY —
OTHERS PER
FRAME ANCHOR
REQUIREMENTS
TABLE"
FRAME SCREW — \
PER ELEVATION
TO BE MIN. 3 1/2" DEEP (NOT SUBSTRATE BY OTHERS
REQUIRED WHEN SHIM SPACE IS PER "FRAME ANCHOR
WITHIN ALLOWABLE DIMENSIONS REQUIREMENTS TABLE'
SHOWN IN SECTIONS)
SEALANT BY-
OTHERS E
EXTERIOR
T 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
FRAME SCREW MOUNT CONDITION)
0.604
D
0.604 —{
2.485
1
0.860 1
D
1
J_..---
0.059T 0.059
O FRAME FLANGE O FRAME FLANGE
RIGID PVC) (RIGID PVC)
1/4" MAX. SHIM FRAME HEIGHT
AT EACH ANCHOR
SEAL SPACE WITH
SUBSTRATE BY°• LOW EXPANSION
OTHERS PER FOAM AROUND fo
FRAME ANCHOR-, PERIMETER OF
REQUIREMENTS WINDOW FRAME
TABLE"
4
FRAME FILLER
FRAME SCREW
PER ELEVATION
SEALANT BY
OTHERS BEHIND
o
v
FRAME FLANGE
SEALANT BY
2 1 OTHERS
EXTERIOR
zo mo
N
ALTERNATE SECTION cz z Z< N
SCALE: 1/2 FULL
FRAME-_ SCREW MOUNT CONDITION WITH FLANGE) a 5ow
a wpa
a
0.375 —
0.500 1.020
H9
0.225 J
LENGTH = 3.000"
3.000 qO FRAME FILLER
RIGID PVC)
NOTE THAT WHEN
0.500 JOB REQUIRED
DESIGN PRESSURE
IS OVER +/-35 A
1.325
FRAME FILLER MUST
0.060
BE USED AT EACH
FRAME SCREW)
TI0.293
OINSTALLATION CLIP
RIGID PVC)
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Z yy
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