HomeMy WebLinkAbout2102 Cordova Dr; 17-2326; WINDOWSr
k AUG 01 2017 r ' CITY OF SANFORD
BUILDING & FIRE PREVENTION
By PERMIT APPLICATION
D -
7
Application No: f I -a 3a
Documented Construction Value: $ 15133.00
Job Address: 2102 Cordova Dr. Sanford, FL. 32771 Historic District: Yes No
Parcel ID: 36-19-30-534-0500-006A Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: replace 10 windows size for size
Plan Review Contact Person: Skyy Tipton Title:
Phone: 407-803-4723 Fax: Email: stipton@rbafla.com
Property Owner Information
Name ,4,44L Phone:
Street: 2102 Cordova Dr Resident of property?
City, State Zip.. Sanford, FL. 32771
Contractor Information
Name Jared Mellick/ Renewal by Andersen of CFL Phone:
407-803-4723
Street: 5655 Carder Rd Fax:
City, State Zip: Orlando, FL. 32810 State License No.: CGC1524135
Architect/Engineer 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: 5t" Edition (2014) Florida Building Code ` \
Revised: June 30, 2015 Pennit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signatur Owner/Agent Date
Print
7 /9 7
si lu#okont-ractor/Agent Date
3—W10 md 1 4'—
Print Contritctor/Agent's Name
Si afore of No State of Florida ate Signai e of otary-State of Florida Da
av N" ,,uu,„ +So1r e,,, VICTORIA LOGAN OCONNOR .`"'' Aye, a ;,•ion VICTORIA LOGAN OCONNORNotaryPublic - State of Florida
Notary Public - State of FloridaCommission # GG 27150 `
Commission # GG 27150OFF My Comm. Expires. Sep 6, 2020 "%rF oa ;• anon , OF F M
O o Me or C iA ent COMM,sExpiy AW011 K Produced
ID Type of ID - ^ w— ( ProducedTD— BELOW
IS FOR OFFICE USE ONLY Me
or Permits
Required: Building 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: UTILITIES: ENGINEERING:
FIRE: COMMENTS:
Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING:
SC 3, 5 • t I Revised:
June 30, 2015 Permit Application
7/10/2017 SCPA Parcel View: 36-19-30-534-0500-006A
0 ,CFA
P
en 6,e tX t'rv,
Parcel Information
Property Record Card
Parcel: 36-19-30-534-0500-006A
Owner: CRUZ ABELARDO & DE LA TORRE TAVIANA
Property Address: 2102 CORDOVA DR SANFORD, FL 32771
Parcel 36-19-30-534-0500-006A
Owner CRUZ ABELARDO & DE LA TORRE TAVIANA
Property Address 2102 CORDOVA DR SANFORD, FL 32771
Mailing 118 RANDON TERR LAKE MARY, FL 32746-
Subdivision Name HIGHLAND PARK
Tax District S1-SANFORD
DOR Use Code I 01-SINGLE FAMILY
Exemptions
Legal Description
SLY 15 FT OF LOT 6 + ALL
LOT 7 + LOT 8 (LESS SLY 43
FT) BLK 5
HIGHLAND PARK
PB 4 PG 28
Taxes
Value Summary
2017 Working
Values
2016 Certified
Values
Valuation Method
Number of Buildings
Depreciated Bldg Value
Cost/Market
1 --
45,378 _
Cost/Market
1 ®--
34,012
Depreciated EXFT Value
T
Land Value (Market)
Land Value Ag --- -_ -
Just/Market Value "
Portability Adj
15,400 12,880
60,778^ ` 46,892
Save Our Homes Adj _ 0 0
Amendment 1 Adj 10,720 1,385 _
P&G Adj 0 0
Assessed Value — 50,058 45,507
Tax Amount without SOH: $923.00
2016 Tax Bill Amount $923.00
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County Bonds
City Sanford - -- -- - --- - - -----------
SJWM(Saint Johns Water Management)
50,058
50,058
50,058
0
0
50,058
50,058
0
0
0
50,058
60,778
50,058
Schools —- - ----
County General Fund
60,778
50,058
Sales
Description Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 3/1/2017 08883 11507 78 000 Yes Improved
PROBATE RECORDS 6/1/2006 06289 0280 100 No Improved
WARRANTY DEED 1/1/1993 02535 1220 43,000 Yes Improved
WARRANTY DEED 8/1/1988 01991 0072 43,000 1 Yes Improved
QUIT CLAIM DEED C 4/1/1984 j 01540 0988 100 No Improved
ADMINISTRATIVE DEED 10/1/1980 01304 0001 33,0 I No00 Improved
Find Comparable Sales
Land
Method Frontage Depth Units T Units Price Land Value
FRONT FOOT & DEPTH i 80.00 76.00 0 ; $275.00 + $15,400
http://parceidetaii.scpafl.org/ParcelDetaillnfo.aspx?PID=3619305340500006A 1/2
Renewal
byAndersen.
C a.... WINDOW NE
Agreement Document
dba: Renewal By Andersen of the Central Florida
r
and Payment Terms
Legal Name: Universal Roofing Group inc.
CGC1524135
5606 Carder Rd. I Orlando, FL 32810
Phone: 407-803-4723 1 Fax: I Customerservice®rbafla.com
Buyer(s) Name: Abelardo Cruz
Buyer(s) Street Address: 2102 Cordova Dr, Sanford, FL 32771
Abelardo Cruz
2102 Cordova Dr
Sanford, FL 32771
H: (407)314-2496
Contract Date: 07/09/17
Primary Telephone Number: (407)314-2496 Secondary Telephone Number:
Primary Email: abelardo_cruz@hotmail.Com Secondary Email:
Buyer(s) hereby jointly and severally agrees to purchase the products and/or services of Universal Roofing Group inc. d/b/a Renewal By
Andersen of the Central Florida(" Contractor"), in accordance with the terms and conditions described in this Agreement Document and
Payment Terms, any documents listed in the Table of Contents, and any other document attached to this Agreement Document, the terms
of which are all agreed to by the parties and incorporated herein by reference (collectively, this "Agreement"). Buyer(s) hereby agrees to sign
a completion certificate after Contractor has completed all work under this Agreement.
Total Job Amount: $15,133 By signing this Agreement, you acknowledge that the Balance Due, and the Amount
Financed must be made by personal check, bank check, credit card, or cash.
Deposit Received: $5,039
Balance Due: $10,094 Estimated Start: Estimated Completion:
Amount Financed: 0
8-10 weeks 2-3 days
Method of Payment: Credit Card We schedule installations based on the date of the signed contract and secondarily on
the date in which we complete the technical measurements. The installation date that
we are providing at this time is only an estimate. We will communicate an official date
and time at a later date. Rain and extreme weather are the most common causes for
delay.
Notes:
Buyer(s) agrees and understands that this Agreement constitutes the entire understandings between the parties and that there are no verbal
understandings changing or modifying any of the terms of this Agreement. No alterations to or deviations from this Agreement will be
valid without the signed, written consent of both the Buyer(s) and Contractor. Buyer(s) hereby acknowledges that Buyer(s) 1) has read this
Agreement, understands the terms of this Agreement, and has received a completed, signed, and dated copy of this Agreement, including
the two attached Notices of Cancellation, on the date first written above and 2) was orally informed of Buyer's right to cancel this
Agreement.
NOTICE TO BUYER: Do not sign this contract if blank. You are entitled to a copy of the contract at the time you sign.
YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME NOT LATER THAN MIDNIGHT
OF 07/12/2017 OR THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION,
WHICHEVER DATE IS LATER SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN
EXPLANATION OF THIS RIGHT.
Legal Name: Universal Roofing Group inc.
dba: ReQewal An n f the Central Florida Buyer(s)
Signature of Sales Person Signature Signature
Dan Grundorf Abelardo Cruz
Print Name of Sales Person Print Name Print Name
UPDATED: 07/09/17 Page 2 / 15
C",
Renewal Itemized Order Receipt
Andersen.
1 -
dba: Renewal By Andersen of the Central Florida
Alf Legal Name: Universal Roofing Group inc.
CGC1524135
WINDOW NE LACEAYEMT 5606 Carder Rd. I Orlando, FL 32810
Phone: 407-803-4723 1 Fax: I Customerservice®rbafla.com
Room Field 0 W
0H
Misc: Misc - Permit and disposal,
Abelardo Cruz
2102 Cordova or
Sanford, FL 32771
H: (407)314-2496
101 Entry 29 W _-' Window: Double -Hung, Equal, Flat Sill Insert, Traditional
45 H t Checkrail, Exterior White, Interior White, Glass: All Sash: High
Performance SmartSun Glass, No Pattern, Tempered Glass,
Hardware: White, Screen: Fiberglass, Full Screen, Grille
Style: No Grilles, Grille Pattern: All Sash: No Grilles, Misc:
Noneu f
102 Entry 29 W41 Window: Double -Hung, Equal, Flat Sill Insert, Traditional 45
H Checkrail, Exterior White, Interior White, Glass: All Sash: High Performance
SmartSun Glass, No Pattern, Tempered Glass, Hardware:
White, Screen: Fiberglass, Full Screen, Grille Style:
No Grilles, Grille Pattern: All Sash: No Grilles, Mist: 0
L ff/, None
103
Back 60 W / ..4
45
H X
fJ
p° 1 A
T" 104
Living 110 W o-?"
t'`
49
H Window:
Gliding, Double, 1: 1, Active / Passive, Base Frame, Exterior
White, Interior White, Glass: Sash 1: High Performance
SmartSun Glass, No Pattern, Tempered Glass, Sash
2: High Performance SmartSun Glass, No Pattern, Hardware:
White, Screen: Fiberglass, Full Screen, Grille Style:
No Grilles, Grille Pattern: All Sash: No Grilles, Misc: None
Window:
Gliding, Triple, 1:2:1, Base Frame, Exterior White, Interior
White, Glass: All Sash: High Performance SmartSun Glass,
No Pattern, Hardware: White, Screen: Fiberglass, Grille
Style: No Grilles, Grille Pattern: All Sash: No Grilles, Mist:
None UPDATED:
07/09/17 Page 4 / 15
Renewal Itemized Order Receipt
Andersen. dba: Renewal By Andersen of the Central Florida Abelardo Cruz
Legal Name: Universal Roofing Group inc. 2102 Cordova Dr
O' CGC1524135 Sanford, FL 32771
WINDOW NE LACEMEN. 5606 Carder Rd. I Orlando, FL 32810 H: (407)314-2496
Phone: 407-803-4723 1 Fax: I Customerservice®rbafla.com
i • ! 0 1
105 Front bed 52 W m` i ` Window: Double -Hung, Equal, Flat Sill Insert, Traditional
49 H Checkrail, Exterior White, Interior White, Glass: All Sash: High
Performance SmartSun Glass, No Pattern, Hardware: White,
Screen: Fiberglass, Full Screen, Grille Style: No Grilles, Grille
f Pattern: All Sash: No Grilles, Misc: None
106 Front bed 36 W
I
Window: Double -Hung, Equal, Flat Sill Insert, Traditional
49 H i Checkrail, Exterior White, Interior White, Glass: All Sash: High
Performance SmartSun Glass, No Pattern, Hardware: White,
Screen: Fiberglass, Full Screen, Grille Style: No Grilles, Grille
R m Pattern: All Sash: No Grilles, Misc: None
107 Back bed 73 W ®t Window: Gliding, Double, 1:1, Active / Passive, Base Frame,
37 H Exterior White, Interior White, Glass: All Sash: High
Performance SmartSun Glass, No Pattern, Hardware: White,
Screen: Fiberglass, Full Screen, Grille Style: No Grilles, Grille
Pattern: All Sash: No Grilles, Misc: None
108 Back bed 36 W
49 H
Window: Double -Hung, Equal, Flat Sill Insert, Traditional
Checkrail, Exterior White, Interior White, Glass: All Sash: High
Performance SmartSun Glass, No Pattern, Hardware: White,
Screen: Fiberglass, Full Screen, Grille Style: No Grilles, Grille
Pattern: All Sash: No Grilles, Misc: None
109 Bath
t
36 W . `I .;z ! Window: Double -Hung, Equal, Flat Sill Insert, Traditional
36 H ( Checkrail, Exterior White, Interior White, Glass: All Sash: High
Performance SmartSun Glass, Obscure, Hardware: White,
Screen: Fiberglass, Full Screen, Grille Style: No Grilles, Grille
R. :,'. ' •''
Pattern: All Sash: No Grilles, Misc: None
UPDATED: 07/09/17 Page 5 / 15
Renewal Itemized Order Receipt
wAndersen.
d ;
dba: Renewal By Andersen of the Central Florida
Legal Name: Universal Roofing Group inc.
wi CGC1524135
1NDOW NE lA...... 5606 Carder Rd. I Orlando, FL 32810
Phone: 407-803-4723 1 Fax: I Customerservice®rbafla.com
Abelardo Cruz
2102 Cordova Dr
Sanford, FL 32771
H: (407)314-2496
110 Kitchen 36 W .Tc -., Window: Double -Hung, Equal, Flat Sill Insert, Traditional
36 H Checkrail, Exterior White, Interior White, Glass: All Sash: High
Performance SmartSun Glass, No Pattern, Hardware: White,
Screen: Fiberglass, Full Screen, Grille Style: No Grilles, Grille
f/
w` Pattern: All Sash: No Grilles, Misc: None
WINDOWS: 10 PATIO DOORS: 0 SPECIALTY: 0 MISC: 1
Renewal by Andersen is committed to our custo m ers' safety byFsrR -
complying with the rules and lead -safe work practices specified by the EPA.
UPDATED: 07/09/17 Page 6 / 15
THIS INSTRUMENT PREPARED BY:
Name: Skyy Tipton
Address: 5655 Carder Road
Orlando, FL. 32810
NOTICE OF COMMENCEMENT
Permit Number:
Parcel ID Number: 36-19-30-534-0500-006A
I I!llll #lIII I#!I! lull #I#III!#I! #III I#!I
GRIN OPI-CO rcENINOLE COUNTYCLE. OF CIRCUIT COURT & CONPTROLLERBK8994• P- l 1629 (Ipgs )
CLERK'S 2017072476
RECORDED C17I18/^1117 i2-31:::;._; pl.jRI_s::(IRDRIG FEES $10,Cna
RECORDED BY lide4 ore
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
SLY 15 FT OF LOT 6 + ALL LOT 7 + LOT 8 (LESS SLY 43 FT) BLK 5 HIGHLAND PARK PB 4 PG 28
2. GENERAL DESCRIPTION OF IMPROVEMENT:
replace 10 windows size for size
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address:
Interest in property:
Fee Simple Title Holder (if other than owner listed above) Name:
2102 CORDOVA DR SANFORD, FL 32771
4. CONTRACTOR: Name: Jared Mellick/Renewal by Andersen of CFL Phone Number: 407-8034723
Address: 5655 Carder Rd. Orlando, FL. 32810
5. SURETY (If applicable, a copy of the payment bond is attached):
6. LENDER:
Address:
Phone Number:
Amount of Bond:
Persons within the State of Florida Designated by Owner upon whom notice or other documentlp jg tppd g pFtavid@tl
713.13(1)(a)7., Florida Statutes. CLERK OF THE CIRCUIT COURT
Name: Phone Numbek-ND COMPTROLLER
8. In addition, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is
TY CLERK
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
b I ardb C 02, (G
G!gdature of Owner or Lessee; or Owner's or Lessee's (Print Name and Provide Signatory's Tifle/Office)
r
Authorized Officer/Director/Partner/Manager)
State of r IUr A County of id
j
The f1-7oroingi/n stru ant was acknowledged before me this day of l 20
by e QV U 1 Who is persona y known to me OR
Name of person making statement
who has produced identiffcatior ype of identification produced: 1
r f
1..15
wwNUh
Notary Public . State of Florida
Commission # GG 27150
rF . S' MY fnmm
Notary Signature
0.YP i VICTORIA LOGAN OCONNOR
Notary Public - State of Floridaff
Commission # GG 27150
My Comm. FxoirAS.Snn 8 9n9n
POWER OF ATTORNEY
I hereby name and appointn
Of Renewal by Andersen of Central Florida toCbe my lawful attorney in fact
To act for me and apply to the soc"(
Building Department for a Building permit for work to
Be performed at a location described as:
Section: Township: Range: Lot: Block:
Subdivision:
E
of io-6
Owner of property and address)
And to sign my name and do all things necessary to this appointment.
Jared Mellick
of Certified Contractor)
i l -1Theforegoinginstrumentwasacknowledgedbeforemethis e
By Jared Mellick
Who is personally know to me and who did not take an oath.
State of Florida
County of Orange
My Commission expires:
Commission#:
Notary)
O4PgY 8 4 VICTORIA LOGAN OCONNOR
Notary Public State of Florida
Commission # GG 27150
F F oo-•• My Comm. Expires Sep 6, 2020
REQUIRED INSPECTION SEQUENCE
H.F# \ l - L
BUILDING ]PERMIT
Min Max Ins ection 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
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
Address: "/_1 o v At
Min Max I<ns ection Descry tion
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min Max Inspection Descry tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
I i;cxAriica;lP RivaflT
Min Mays Inspection Descry tion
Mechanical Rough
Mechanical Final
Min I Mays
Gas Unde
Gas Roug
Gas Final
REVISED: June 2014
RPCORD COPY
Renewal Order summarybvAndersen.
dba: RENEWAL BY ANDERSEN OF CENTRAL FL
Legal Name: Universal Roofing Group, inc. I License # CGC1524135
5606 Carder Rd. I Orlando, FL 32810
WINDOW NE L1ICFMENT Phone: 4078034723 1 Fax: 808-555-5556 I Customerservice®rbafla.com
Measure Tech: Dan Grundorf, (407)461-9033
CA
10 8 ) 10 9 r --r 110 r----7--a 103
t -710
PIT P } Z
L.
106
105
104 102 101 JJ
JOB
PHOTOS REVIEWED
FOR CODE COMPLIANCE PLANS
EXAMINER DATE
SANFORD
BUILDING 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 ODES,
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 07/
09/17 ABELARDO
CRUZ 2102
Cordova Dr Sanford,
FL 32771 H: (
407)314-2496 1 C: OTHER
PRODUCTS 17-
23'26 eo )
0I D/N-O-N SANFORD
Page
4/21
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit #
Project Location Address EVI Wf-Ma (A1
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging
Sliding
Sectional
Roll U
Automatic
Other
2. Windows
Single Hun
Horizontal Slider r) 00V 01
Casement
Double Hung 1111f WRo r U G
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including decimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
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
Applicant's Signature
Applicant's Name
Please Print)
June 2014
0 6/23 2017 Florida Building Code Online
FMa roA papa slave " °
BusMness &Profess ona Reg tan __
nlfrt#xHoilefaeaul"o Pi' a oi,...v_isirsNs car acraap
I Product Approvaldbhr .USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL19564-R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
i
Andersen Corporation
100 Fourth Avenue North
Bayport, MN 55003
651) 264-5308
alan.barstad@AndersenCorp.com
Alan Barstad
alan.barstad@AndersenCorp.com
Windows
Double Hung
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
C Evaluation Report - Hardcopy Received
Hermes F. Norero, P.E.
PE-73778
Window and Door Manufacturers Association
12/31/2019
Locke Bowden
R1 Validation Checklist - Hardcopy Received
FL19564 R1 COI COI Andersen SS 2015-08-31.odf
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
Year
2005
2008
https://floridabuildirig.org/pr/pr_app_dU.aspx?param=wGEVXQwtDgs°/p2fmGFoyT6raf%2fleZfHcYXzhmfyJ2%2f7DDaOflyXHcAgXQ%3d%3d 1/2
i
RENEWAL SERIES DOUBLE HUNG WINDOWS
INSERT FRAME - NON -IMPACT
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, ANCHOR MAY
BE PLACED THROUGH INTERIOR OR EXTERIOR JAMB SASH TRACK AT EACH ANCHOR LOCATION
SHOWN. SEE SHEET 4 FOR ANCHOR REQUIREMENT NOTES.
2. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/21NCH OF THE
DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I. E., WITHOUT CONSIDERATION OF
TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE
NEXT.
3. THROUGH FRAME: FOR INSTALLATION INTO 2X BUCK USE #10 FH WOOD SCREWS OF SUFFICIENT
LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE AND SHALL
MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
4, THROUGH FRAME: FOR INSTALLATION INTO METAL SUBSTRATES USE N10 FH GRADE S
SELF -DRILLING OR SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS
MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL MAINTAIN MINIMUM
3/4" EDGE DISTANCE.
5, THROUGH FRAME: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY
INTO CONCRETE/MASONRY, WUSEONE (1) 3116 INCH FH ITTAPCON OF SUFFICIENT LENGTH TO ACHIEVE
1 1/4 INCH MINIMUM EMBEDMENT AND SHALL MAINTAIN MINIMUM 2" EDGE DISTANCE. 6.
MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED
TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7.
INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT
MATERIAL OR HAVE A CORROSION RESISTANT COATING. 8.
FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT
INTO FACE SHELL OF BLOCK. 9.
INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION
INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS
LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 10ANSTALLATION
ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS
WITH THE FOLLOWING PROPERTIES: A.
WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B.
CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C.
MASONRY - STRENGTH CONFORMANCE TO ASTM C-90 D.
STEEL- MINIMUM. YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 48 MILS(18 GAUGE).
E.
ALUMINUM -MINIMUM WALL THICKNESS OF %", 6063-T5 ALLOY OR BETTER. GENERAL
NOTES: 1.
THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE STH EDITION (2014) FLORIDA
BUILDING CODE, EXCLUDING HVHZ. THE PRODUCT HAS
BEEN EVALUATED TO THE FOLLOWING: AAMA/
WDMA/CSA 101/I.S.2/A440-05/08 2.
ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/
MASONRY, 2X AND METAL STUD FRAMING AS A MAIN
WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING
AND TRANSFERRING APPLIED PRODUCT LOADS
TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION.
3.
1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED
TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE.
BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY
OF THE ENGINEER OR ARCHITECT OF RECORD FOR
THE PROJECT OF INSTALLATION. 4.
THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND
MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SrrE.
IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM
THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER
OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS
FOR USE WITH THIS DOCUMENT. 5.
APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6.
WINDOW FRAME MATERIAL: FIBREX® AND PVC. 7.
SEE SHEET 3 FOR GLAZING DETAILS. S.
DESIGNATIONS "X"AND "O"STAND FOR THE FOLLOWING: X:
OPERABLE PANEL 0:
FIXED PANEL TABLE
OF CONTENTS SHEET
REVISION SHEET DESCRIPTION 1
A GENERAL. d INSTALLATION NOTES 2
A ELEVATIONS d ANCHOR LAYOUTS 3
A VERTICAL SECTIONS, REINFORCEMENT REQ'5 d GLAZING
DETAIL 4
A HORIZONITAL SECTIONS DESIGN
PRESSURE RATING SIZE
SILL TYPE DESIGN PRESSURE 54"
X 72" FLAT
20.
0 / -20.0 PSf SLOPED
45"
X 7T' FLAT
35.0 / -35.0 PSF SLOPED
25.0' / -35.0 PSF 48"
X 96" FLAT
20.
0 / -20.0 PSF SLOPED
NOTE:
45" X 77" UNIT WITH SLOPED SILL MEETS STRUCTURAL
DESIGN PRESSURE OF ,/-35 PSF WINDOWf+
ODDNE EAYPORT,
MN 55003-1096 PH:(
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2016.02.18 19:26:24 -05'00' SHEET: 1 OF 4
UNIT MAX. Andersen.
WIDTH 48" `
MAX, D.L.O.
42"
UNIT MAX. A WINDOWS -DOORS
3
100 FOURM! 55 NORTH
WIDTH 54"
MAX, D.L.O, BAYFORT, MN 55003-1096
48„ N+ 1651) 2645150 ": (651) 264-5485
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NOTE: ORIEL, COTTAGE, AND CUSTOM o
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16" MAX. O.C. z s
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TYPICAL ANCHOR LAYOUT D A 1ND097
SHEET: 2 OF 4
CAULK BETWEEN
CONCRETE/ MASONRY 6 2X
WOOD BUCK BY OTHERS
2X WOOD BUCK
BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
O.A. WINDOW
HEIGHT EXTERIOR
BY OTHERS
11/16" O.A. INSULATED
1/4" MAX. f GLASS
SHIM SPACE
EXTERIOR INTERIOR
7
r
NDOW
HEIGHT EXTERIOR
SILICONEINTERIORBACKBEDDING
I ASS
BITE PERIMETER
SEE GLAZING DETAIL \
SEALANT
BY OTHERS
iSEE
GLAZING
DETAIL
1
INTERIOR
I-j 1/4" MAX.
SHIM SPACE
VERTICAL SECTION
EXTERIOR FINISH
1 GLAZING DETAIL BY OTHERS
3 HEAD-2X WOOD BUCK
NOTE:
2X WOOD BUCK
GLASS TYPE AND THICKNESS SHALL BY OTHERSCOMPLY ,....,,,
GLASS CHART ASTMEQUI E1300-04
MENTS. VERTICAL SECTIONGLASSCHARTREQUIREMENTS.
SEE GLAZING DETAIL
EXTERIOR ANTERIOR
VERTICAL SECTION
3 CHECK RAIL
SEE GLAZING DETAIL
1 EXTERIOR INTERIOR
WIO.A. NDOW QHEIGHT
PERIMETER SEALANT ® 1/4" MAX.
BY OTHERS SHIM SPACE
EXTERIOR FINISH 1
BY OTHERS
1X WOOD BUCK PRECAST SILL
OPTIONAL) BY OTHERS OR CONCRETE
CAULK BETWEEN . .- BY OTHERS
CONCRETE/MASONRY 6 1X
WOOD BUCK BY OTHERS C VERTICAL SECTION
3 SILL -1X WOOD ON CONCRETE/MASONRY
FLAT SILL
3 SILL
ALTERNATE 'SLOPED SILL'
0,844"
1.062"
TALL BOTTOM RAIL WOOD (LVL)
REINFORCEMENT DETAIL
0.223"
0.793"
RAIL AND STILE ALUMINUM
REINFORCEMENT DETAIL
SASH REINFORCEMENT REQUIREMENTS
REINFORCING
LOCATION REQUIRED SIZE REINFORCING
UPPER SASH SASH HEIGHT, 37.8345" REQUIRES ALUMINUM REINFORCEMENT
STILES INSERTED INTO STILE
SASH WIDTH > 43.125"
UPPER SASH OR REQUIRES ALUMINUM REINFORCEMENT
RAILS SASH WIDTH,_ 36.125" AND INSERTED INTO RAIL
SASH HEIGHT, 37.8345"
LOWER SASH SASH HEIGHT, 38.9645" REQUIRES ALUMINUM REINFORCEMENT
STILES INSERTED INTO STILE
SASH WIDTH > 43 125"
LOWER SASH OR REQUIRES ALUMINUM REINFORCEMENT
RAILS SASH WIDTH 2 36.125" AND INSERTED INTO RAIL
SASH HEIGHT> 38.9645"
SASH WIDTH > 43.125"
LOWER SASH OR REQUIRES WOOD (LVL) REINFORCEMENT
TALL BOTTOM RAIL SASH WIDTH,_ 36.125" AND INSERTED INTO RAIL
SASH HEIGHT> 38.9645"
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100 FOURTH AVE NORTH
8AYPORT, MN 55003-10%
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1 1/4" MIN.
EMBEDMENT 1/4" MAX.
SHIM SPACE
INTERIOR
2" MIN. EDGE
DISTANCE
ONE (1) 3/16" FH ITW TAPCON
INSTALLATION ANCHOR, SEE --1.:
JAMB ANCHOR NOTES
CONCRETE/MASONRY
BY OTHERS EXTERIOR
PERIMETER SEALANT
BY OTHERS SEE GLAZING DETAIL
EXTERIOR FINISH
BY OTHERS O.A. WINDOW y
WIDTH
q HORIZONTAL SECTION
4 JAMB - CONCRETE/MASONRY
THROUGH FRAME
MINIMUM 1 1/2"
EMBEDMENT
3/4" MIN. EDGE
DISTANCE
ONE (1) #10 FH WOOD SCREW
INSTALLATION ANCHOR, SEE
NOTES ABOVE
WOOD FRAMING
BY OTHERS
PERIMETER SEALANT BY
OTHERS
EXTERIOR FINISH
1 1/4" MIN.
1/4" MAX. EMBEDMENT
SHIM SPACE 2" MIN. EDGE
DISTANCE
INTERIOR
4
ONE (1) 3/16" FH ITW TAPCON
INSTALLATION ANCHOR, SEE
JAMB ANCHOR NOTES
CAULK BETWEEN
CONCRETE/MASONRY 6 2X
WOOD BUCK BY OTHERS
EXTERIOR CONCRETE/MASONRY
BY OTHERS
SEE GLAZING DETAIL 1X WOOD BUCK
O.A. WINDOW (OPTIONAL) BY OTHERS
f
WIDTH PERIMETER SEALANT
BY OTHERS
EXTERIOR FINISH
BY OTHERS
g HORIZONTAL SECTION
4 JAMB - 1X WOOD ON CONCRETE/MASONRY
THROUGHFRAME
JAMB ANCHOR REQUIREMENTS:
ONE ANCHOR IS REQUIRED AT EACH JAMB ANCHOR
LOCATION SPECIFIED ON ANCHOR LAYOUT.
ONE ANCHOR IS TO BE INSTALLED THROUGH EITHER OF
THE TWO TRACKS AT EACH ANCHOR LOCATION
SPECIFIED.
1/4" MAX.
SHIM SPACE I INTERIOR
BY OTHERS I O.A. WINDOW yImo—
WIDTH
C HORIZONTAL SECTION
4 JAMB - WOOD BUCK SUBSTRATE
THROUGH FRAME
SEE GLAZING DETAIL
EXTERIOR
INTERIOR
SEE GLAZING DETAIL
3 THREAD PENETRATION
BEYOND METAL FRAME
1/4" MAX. 3/4" MIN. EDGE
SHIM SPACE DISTANCE
ONE (1) #10 FH GRADE 5
SELF -DRILLING
OR SELF -TAPPING INSTALLATION
ANCHOR, SEE JAMB ANCHOR NOTES
e
METAL SUBSTRATE BY OTHERS
EXTERIOR
SHEATING BY OTHERS
EXTERIOR FINISH BY OTHERS
O.A. WINDOW PERIMETER SEALANT BY
WIDTH OTHERS
p HORIZONTAL SECTION
4 JAMB - METAL FRAME SUBSTRATE
THROUGH FRAME
1-11,015,000,11
100 FOURTH AVE NORTH
SAYPORT. MN 55003-IM
PH: (651) 264-5150 FX: (651) 26+5485
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Florida Building Code Online
6/23/2017
a
BCIS Home Log In User Registration , Hot Topic Submit Surcharge Sta[s &Facts Publications I FBC Staff 8CI5 Site Map I Links 'Search
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FL19563-RI
ff a . • FL #
er, Application Type
Revision
Code Version
2014
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
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Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
L. '
Andersen Corporation
100 Fourth Avenue North
Bayport, MN 55003
651) 264-5308
alan.barstad@AndersenCorp.com
Alan Barstad
alan.barstad@AndersenCorp.com
Windows
Horizontal Slider
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
I - Evaluation Report - Hardcopy Received
Hermes F. Norero, P.E.
PE-73778
Window and Door Manufacturers Association
12/31/2019
Locke Bowden
tV Validation Checklist - Hardcopy Received
A 19563 RI COI COI Andersen SS 2015-08-31.12df
Standard
Year
AAMA/WDMA/CSA 101/I.S.2/A440
2008
AAMA/WDMA/CSA 101/I.S.2/A440
2011
https:llftoridabuilding.orglprlpr appO.aspx?param=wGE\IXQwtDgs%2frnGFoyT6raZOyLCWc3g2N7OnNxHvVDQiQ87DM30%2b%2fEg%3d%3d 1/2
INSTALLATION NOTES'
U 'RED
1 LOCATIONTION CLIPS: ONE (1)
SHHOWN, EACH CLIPISTO USE ION
ANCHOR CLIP IS TWO (
2) INSTALLATION ANCHORS. T
EACH ANCHOR ANCHO
S ANDERSEN
CORPORATION3INC RENEWAL
SERIES GLIDER WINDOW 2.
THROUGH FRAME AND NAIL FIN: ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION
SHOWN, UNLESS OTHERWISE NOTED. OLERANCE
112 NCH OF 3.
INSTALL DEPICTED
LOCA ON IN THE ANCHOR LAYOUT DETAIL(I,ET WITHOUT NSIDEIE RATION
OF
TOLERANCES). TOLERANCES
ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. ROUGH
IX
CITO 4 INSTALDI
RECTLYYIINITOO CONCREOTE/MASONRYOUSE R INSTALLATIN HTWO (2) 3116LINCH HWH ITW TAPCON PER OR INSTALLATION CLIP
OF
SUFFICIENT LENGTH TO ACHIEVE 1 1141NCH MINIMUM EMBEDMENT AND SHALL MAINTAIN MINIMUM
2" EDGE DISTANCE- S. INSTALLATION CUP:
FOR INSTALLATION INTO 2X BUCK USE TWO (2) #8 PAN HEAD WOOD SCREWS IJ F SUFFICIENTLENGTHTOACHIEVEIIINTOWOODSUB
TRATEOAND SHALL MAINTAIN MINIMUM 3/4" EDIGE NCH DISTIANCE.M
EMBEDMENT
6.
INSTALLAATON CUP:
FOR INSTALLATION THROUGH METAL STUD USE TWO (2) #8 HWH GRADE 5 SELF -DRILLING ORSELF -TAPPING SCREWS PER INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADSMINIMUMPENETRATIONBEYONDMETALFRAMESUBSTRATEANDSHALLMAINTAINMINIMUM3/
4" EDGE DISTANCE. T G D
SCREWS OF
L NGTHTOACHIEVEDEO 11/
21NCHMINIMUM
EMBEDMENT INTO
WOODSU SUBSTRATE AND SHALL NT MAINTAINMINIMUM 3/4"
EDGE
DISTANCE. S. THROUGH FRAME: FOR INSTALLATION
INTO METAL SUBSTRATES USE#10 FH GRADES SELF -DRILLING OR SELF -TAPPINGSCREWSOFSUFFICIENTLENGTHTOACHIEVE3THREADSMINIMUMPENETRATIONBEYONDMETALFRAMESUBSTRATEANDSHALLMAINTAINMINIMUM3/4" EDGE DISTANCE. 9.
THROUGH FRAME: FOR INSTALLATION
THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE ONE (1) 3/16 INCH FH ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 11/41NCH MINIMUM EMBEDMENTANDSHALLMAINTAINMINIMUM2" EDGE DISTANCE. 10.NAIL FIN: FOR INSTALLATION
INTO 2X BUCK USE #8 PAN HEAD WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4" EDGE
DISTANCE. 11.NAIL FIN: FOR INSTALLATION
INTO METAL SUBSTRATES USE #8 HWH GRADE 5 SELF -DRILLING OR LF-TAPACHIEVE 3 THREADS METAL
FR ME
SUBSTRATE AND SHALL
MAINTAINMINIMUM 3/4" EDGE PENETRATION DGE DISTANCEMUM A BEYOND 12.
MNNIMUM
EMBEDMENT FOAM, EDG
VENEER,
DISTANCE EXCLUDE WALL
FINISHES, INCLUDING BUTNOT ITED RICK 131 RESISTANT MATERIAL OR
HAVE A
COCIATEDRROSION ON REDWARE MUST BE MADEOFCORROSION RESISTANT
COATING. 14.FOR HOLLOW BLOCK
AND GROUT
FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASUREDFROMFREEEDGEOFBLOCKOREDGEOFMORTARJOINTINTOFACESHELLOFBLOCK.
15.INSTALLATION ANCHORS SHALL BE INSTALLED
IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOTBEUSEDINSUBSTRATESWITHSTRENGTHSLESSTHANTHEMINIMUMSTRENGTHSPECIFIEDBYTHEANCHORMANUFACTURER. 16.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A.
WOOD- MINIMUM SPECIFIC GRAVITY OF
0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF
3000 PSI. C. MASONRY- STRENGTH CONFORMANCE TO ASTM
C-90 D. STEEL- MINIMUM YIELD STRENGTH OF33KSI. MINIMUM WALL THICKNESS OF 48 MILS (18 GAUGE). E. ALUMINUM -MINIMUM WALL THICKNESS
OF%
6063-T5 ALLOY OR BETTER. NON -IMPACT GENERAL NOTES: 1. THE
PRODUCT SHOWN
HEREIN IS
DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH
EDITION 12014) FLORIDA BUILDING CODE, EXCLUDING HVHZ. THE
PRODUCT HAS BEEN EVALUATED TO THE FOLLOWING:
AAMA/WDMA/CSA 101/I.S.
2/A440-08/11 2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X AND METAL STUD
FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE
OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS
TO THE FOUNDATION 15 THE
RESPONSIBILITY OF THE ENGINEER OR. ARCHITECT OF RECORD FOR
THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (
WHEN
USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS
TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT
OF RECORD FOR THE PROJECT OF INSTALLATION. 4.
THE INSTALLATION DETAILS DESCRIBED HEREIN
ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS
FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A
LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS
REQUIRED TO PROTECT TIS PRODUCT IN AREAS REQUIRING
IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: FIBREX®
AND
PVC. 7. SEE SHEET 9 FOR GLAZING
DETAILS. 8. DESIGNATIONS "X"AND "0' STAND
FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL
TABLE OF CONTENTS
SHEET REVISION SHEET
DESCRIPTION GENERAL 6
INSTALLATION NOTES 1 A
Z _ ELEVATIONS 3 _ ELEVATIONS (2) 4 _
XO
AND
XX ANCHOR LAYOUTS
5 _ XOX ANCHOR LAYOUTS q TNROUGHFRAME
INSTALLATION
DETAILS 6 T
A NAIL FIN INSTALLATIONDETAILS
B A CLIP INSTALLATION DETAILS INTERMEDIATE
MEMBERS, REINFORCEMENT 9 A REQUIREMENTS,
ET FRAME DETAILS
AND GLAZING DETAIL w(oows•eo oss IW FOURTH
AVE NORTH 60PORT, MNN
553-1096 PN: (651)
260-51WF : (651)
26F54M M y ID ? 1N+1 < V)
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signed by Hermes F
Norero,
P.E. Reason: I am approving this document
Date: 2016.02.181918:11-05'
00' 0 0.. LL F PR0 `\\\ mca
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AWU095 SHEET: 1OF9
UNIT MAX.
WIDTH 96"
MAX. D.L.O. MAX. D.L.O.
4315/16" 4315/16"
A A A
6 7 8
C 8
8 9
UNIT MAX.
MAX. D.L.O.
HEIGHT HEIGHT "X"
72" 65"
UNIT MAX.
MAX. D.L.O.
HEIGHT HEIGHT
72" 65"
ELEVATION
96" X 72" XO UNIT
1:1 SASH RATIO
UNIT MAX.
WIDTH 96"
MAX. D.L.O. MAX. D.L.O.
643
15 16" 43 15/I6"
F4
UNIT MAX.
WIDTH 108"
MAX. D.L.O. MAX. D.L.O.
f 33 5/16" 66 3/8°
8
UNIT MAX.
MAX. D.L.O.
HEIGHT HEIGHT
72" 65"
UNIT MAX.
WIDTH 72"
MAX. D.L.O. ~MAX. D.L.O.
31 15/16" I 3115/16"
A A A
6 7 8
C A
8 9
UNIT MAX.
MAX. D.L.O.
HEIGHT HEIGHT
80" 73"
WINDOWB•OOORf
100 FOURTH AVE NORTH
BAYPORT,"55003-1096
PN:(651)2645150 FX:(651)264-5485
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96" X 72" XX UNIT
72" X 90" XX UNIT
1:1 SASH RATIO
SHEET: 2 OF Q1:1 SASH RATIO
9
UNIT MAX.
MAX. D.L.O.
HEIGHT HEIGHT
80" 73"
UNIT MAX.
WIDTH 84"
MAX. MAX. MAX.
D.L.O. D.L.O. D.L.O.
24 5/8" 24 5/8" 24 5/8"
A A A
6 7 8
ELEVATION
84- X 6 T
1:1:1 SASH RATIO
UNIT MAX.
WIDTH 84"
MAX. MAX. MAX.
D.L.O. D.L.O. D.L.O.
18 7/16" 36 7/8" 18 7/16"
C
B B
8 9 9
UNIT MAX.
MAX. D.L.O. -X„ V,
HEIGHT HEIGHT
80" 73"
ELEVATION
84" X 80" XOX UNIT
1:2:1 SASH RATIO
UNIT MAX.
WIDTH 144"
MAX. D.L.O. MAX. D.L.O. MAX. D.L.O.
44 5/8" 44 5/1" 44 5/8"
A A A
6 7 8
C
C B 9 e
8 9
UNIT MAX.X•
MAX. D.L.O.
HEIGHT HEIGHT
72" 65"
B B B
6 7 8 NOTE:
ALTERNATE MEETING STILE
ELEVATION LOCATIONS MAY BE USED
144" X 72" XOX UNIT
SUCH THAT MAX. DLO
DIMENSIONS SHOWN
1:1:1 SASH RATIO HEREIN ARE NOT EXCEEDED.
UNIT A
MAX. C
HEIGHT HE
72"
UNIT MAX.
WIDTH144"
ELEVATION
144" X 72" XOX UNIT
1:2:1 SASH RATIO
wlsoows-000ss
IW FOURTH AVE NdiTN
9AYPORT, MN 55003-1096
PH(651) 264-5150 F%'. (651) 2643465
mm
K
m a
U # < YoZo
w z
G m
3 w n 0z
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co Lj o ^g
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UJ V)
N o
14
LL H
i
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DAWD095
SHEET: 'A OF 9
MAX. O.C. SPACING
SEE SCHEDULE
CORNER DIST.
SEE SCHEDULE ~I I~ 7
1 I I
1
MAX. O.C. SPACING
SEE SCHEDULE
TWO INSTALLATION ANCHORS (SEE
INSTALL NOTES 7-9, SHEET 1) AT
MEETING STILE END LOCATIONS
THROUGH HEAD, SPACED 2.5" ON
EACH SIDE OF MEETING STILE.
EXCLUDES UNITS 1 36" X 48"
1 NI I
CORNER bIST.
SEE SCHEDULE TYPICAL ANCHOR LAYOUT
XO OR OX GLIDER
1:1 SASH RATIO
MAX. O.C. SPACING
SEE SCHEDULE
CORNER DIST.
yI r 1
SEE SCHEDULE
MAX. O.C. SPACING
SEE SCHEDULE
1- _
CORNER DIST.
SEE SCHEDULE
ALL METHODS OF INSTALLATION
REQUIRE A CONTINUOUS "2" BEAD OF
SILICONE BELOW THE SILL
TWO INSTALLATION ANCHORS (SEE
INSTALL NOTES 7-9, SHEET 1) AT
MEETING STILE END LOCATIONS
THROUGH HEAD, SPACED 2.5" ON
EACH SIDE OF MEETING STILE.
EXCLUDES UNITS <- 36" X 48"
TYPICAL ANCHOR LAYOUT
XO GLIDER
1:2 SASH RATIO
RENEWAL SERIES GLIDER ANCHOR SPACING
FROM MAX O.C. MAX O.C. MAX O.C. ll
CONFIG. INSTALLATION CORNERS HEAD SILL JAMBS
METHOD
IN) IN) IN) IN)
NAILFIN 3.5 3.5 3.5 3.5
Fjew0ox INSTALLATION 5.5 15.25 15.25 16
a CLIP
O SEEx .. THROUGH
5.5 10.125 15 25
FRAME NOTES
F NAILFIN 3.5 3.5 3.5 3.5
WGo x INSTALLATION 5.5 15 15 16
2 CLIP
LDO SEENx THROUGH
5.5 11.25 17. 25
FRAME NOTES
W NAILFIN 3.5 3.5 3.5 3.5
0
xt7v INSTALLATION 5.5 14.5 14.5 16
Ic ut CLIP
x~ THROUGH 5.5 10.375
SEE
21.5
FRAME NOTES
W F= NAILFIN 3.5 3.5 3.5 3.5
0
INSTALLATION 5.5 12.125 12.125 16
CLIP
x ;;'i THROUGH
5.5 10.5
SEE
22
OTESNOTES
INSTALLATION NOTES:
FOR THROUGH FRAME INSTALLATIONS, INSTALLATION CLIPS
MUST BE USED AT THE SILL IN LIEU OF FASTENERS THROUGH
FRAME, SPACED IN ACCORDANCE WITH THE INSTALLATION CLIP
SPACING REQUIREMENTS LISTED IN THE ABOVE TABLE_
FOR CUSTOM SA5H RATIOS, USE WORST SPACING
BETWEEN EQUAL SASH AND.1:2 OR 3:.2 1 SASH RATIOS FROM
TABLE ABOVE.
REFER TO SHEET 1, INSTALLATION NOTES 4-11 FOR ANCHOR
TYPE DEPENDENT ON INSTALLATION METHOD AND SUBSTRATE,
W IN DOWf•DOORf
100 FOM- AVE NORTH
9AVPORT, W 55003-1096
PH:(651)2645150 FX:(651)264-5455
m
wF-
M
a O Z68
w o o s- v
o vN < lD mw m
Q X m N. C O
w Z U1 - <z
Z 4 N
w a x d m
w
L
aD
mexa a
a
ER
CORNER DIST. I`
SEE SCHEDULE i
MAX. O.C. SPA
SEE SCHEDULE
1--
CORNER DIST. E
SEE SCHEDULE
MAX. O.C.
SEE SCF
CORNER DIST.
SEE SCHEDULE
MAX. O.L. SPACING
SEE SCHEDULE
1
CORNER DIST. I
MAX. O.C. SPACING
SEE SCHEDULE
TWO INSTALLATION ANCHORS (SEE
INSTALL NOTES 7-9, SHEET 1) AT
MEETING STILE END LOCATIONS
THROUGH HEAD, SPACED 2.5" ON
EACH SIDE OF MEETING STILE.
EXCLUDES UNITS <- 36" X 48"
TYPICAL ANCHOR LAYOUT
XOX GLIDER
1:1:1 SASH RATIO
INSTALLATION ANCHORS (SEE
ALL NOTES 7-9, SHEET 1) AT
ING STILE END LOCATIONS
iUGH HEAD, SPACED 2.5" ON
SIDE OF MEETING STILE.
UDES UNITS <- 36" X 48"
SEE SCHEDULE TYPICAL ANCHOR LAYOUT
XOX GLIDER
ALL METHODS OF INSTALLATION 1:2:1 SASH RATIO
REQUIRE A CONTINUOUS Y2" BEAD OF
SILICONE BELOW THE SILL
W. ....•OCOII.
RENEWAL SERIES GLIDER ANCHOR SPACING 100 FOURTH AVE NORTH
RAYPORT, MN 55000-1096
FROM MAX O.C. MAX O.C. MAX O.C. PH:(651)264-5150 Fx:(651)264-5465
INSTALLATION CORNERS HEAD SILL JAMBS
CONFIG. METHOD (IN) (IN) " IN) (IN)
ffi Z '6
3
0
O NAILFIN 3.5 3.5 3.5 3.5 o H
a
w
C G INSTALLATION 5.5 15.25
O CLIP m
N wCOOOSEE <
x
m •<+
x THROUGH 5.5 10.125
NOTES
15.25 w w o < `A
FRAME
1il w x <
o
F NAILFIN 3.5 3.5 3.5 3.5 F °C d CO m `
yam
0 0 = INSTALLATION
O
5.5 15 15 161
O
CLIP <
N SEEKTHROUGH
5 5 11 17.2525
FRAME NOTES
m
O NAILFIN 3.5 3.5 3.5 3.5 I7n
W
L
0O x INSTALLATION OIDv 5.5 14.5 14.5 16
CLIP H Zo
x ;4 THROUGH SEE
21.55.5 10.375
NOTES (" FRAME
i_lJ '^
FNAILFIN 3.5 3.5 3.5 3.5 w
QQ
a
O K
m INSTALLATION 5.5 12.125 12.125 16
x ,, CLIP
X ~ THROUGH SEE
5.5 10.5
NOTES
22 O
FRAME
INSTALLATION NOTES: ` Q- ..:• , .. '
t
FOR THROUGH FRAME INSTALLATIONS, INSTALLATION CLIPS 0 ,' ('••• iix`' !
X
MUST BE USED AT THE SILL IN LIEU OF FASTENERS THROUGH
FRAME, SPACED IN ACCORDANCE WITH THE INSTALLATION CLIP LL ' F
SPACING REQUIREMENTS LISTED IN THE ABOVE TABLE.
FOR CUSTOM SASH RATIOS, USE WORST CASE ANCHOR SPACING
BETWEEN EQUAL SASH AND 1:2 OR 1:2:1 SASH RATIOS FROM L'•., `
TABLE ABOVE.
REFER TO SHEET 1, INSTALLATION NOTES 4-11 FOR ANCHOR ''i y • i1 PRO `
TYPE DEPENDENT ON INSTALLATION METHOD AND SUBSTRATE. Tm T lii
F
vZ
o v 'n
SHEET: 5 OF 9
CONCRETE/MASONRY
BY OTHERS
CAULK BETWEEN
CONCRETE/ MASONRY 6 2X 3/4" MIN. EDGE
WOOD BUCK BY OTHERS DISTANCE
2X WOOD BUCK
BY OTHERS 1 1/2' MIN. EMBEDMENT
10 FH WOOD SCREW
INSTALLATION ANCHOR 1/4" MAX.
EXTERIOR FINISH SHIM SPACE
BY OTHERS TWO INSTALLATION ANCHORS (SEE
INSTALL NOTES 7-9, SHEET 1) REQUIRED
PERIMETER SEALANT THROUGH FRAME AT HEAD ADJACENT TO
BY OTHERS MEETING STILES, TYPICAL EDGE
O.A. WINDOW DISTANCE AND EMBEDMENT REQUIRED.
HEIGHT EXCLUDES UNITS s 36" X 48"
EXTERIOR `
INTERIOR
SEE GLAZING DETAIL INTERIOR
VERTICAL SECTION
SEE GLAZING DETAIL
G HEAD - 2X WOOD BUCK
V THROUGH FRAME
EXTERIOR
O.A. WINDOW
HEIGHT
PERIMETER SEALANT
I+ BY OTHERS
ONE (1) #8 SCREW, PER CLIP,_
FROM CLIP TO WINDOW FRAME
EXTERIOR FINISH
BY OTHERS
IX WOOD BUCK-_"_
OPTIONAL) BY OTHERS
CAULK BETWEEN /
CONCRETE/MASONRY 6 IX —
WOOD BUCK BY OTHERS /
CONCRETE/MASONRY BY OTHERS--
EXTERIOR
SEE GLAZING DETAIL
1
INTERIOR
CONTINUOUS YF BEAD OF -
SILICONE ALONG ENTIRE SILL
1/4" MAX.
r SHIM SPACE
I 1 11/4" MIN.
l EMBEDMENT
TWO (2) 3/16" ITW TAPCON
INSTALLATION ANCHORS
2" MIN. EDGE
DISTANCE
g VERTICAL SECTION
6 SILL- SX WOOD ON CONCREfEJMA50NRY
INSTALLATION CLIP
SEE SHEET 8 FOR INSTALLATION
CLIP DETAILS AND ANCHORING
REQUIREMENTS.
1/4" MAX.
SHIM SPACE
3THREADPENETRATION
BEYOND METAL FRAME
3/4" MIN. EDGE
DISTANCE
10 FH SELF -TAPPING SCREW
7
INSTALLATION ANCHOR
METAL SUBSTRATE BY OTHERS
SHEATING BY OTHERS
EXTERIOR FINISH BY OTHERS
PERIMETER SEALANT BY
OTHERS
O.A. WINDOW
WIDTH
C HORIZONTAL SECTION
6 JAMB-METALFRAME SUBSTRATE
THROUGH FRAME
L'-.•000ns
too FOURTH AVE NORTH
RAYPORT. MN 55003-1096 PH'. (
651) 264-5150 Flo (651) 264-5485 m -
d
3 N
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AW0095
SHEET:
L OF 9
3 THEADS PENETRATION
BEYOND METAL FRAME
SHEATHING & METAL
STUD BY OTHERS
CAULK BETWEEN
FIN & METAL STRUCTURE
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
O.A. WINDOW rII!
HEIGHT
1 EXTERIOR
3/4" MIN. EDGE
DISTANCE B HWH GRADE 5 SELF -DRILLING
INSTALLATION ANCHORS
MAX.
SHIM SPACEH
TWO INSTALLATION ANCHORS (SEE
INSTALL NOTES 7-9, SHEET 1) REQUIRED
THROUGH FRAME AT HEAD ADJACENT TO
MEETING STILES, TYPICAL EDGE
DISTANCE AND EMBEDMENT REQUIRED.
EXCLUDES UNITS 4_ 36" X 48" --
SEE GLAZING DETAIL 1/4" MAX.
INTERIOR SHIM SPACE
A VERTICAL SECTION
7 HEAD -METAL FRAME SUBSTRATE
NAIL FIN
r5EEIL FIN/FLANGE I5 REVERSIBLE,
ORIENTATION DIFFERENCE
DETAIL A AND B
SEE GLAZING DETAIL
EXTERIOR INTERIOR
l
CONTINUOUS y° BEAD OF
SILICONE ALONG ENTIRE SILL
O.A. WINDOW
HEIGHT 1/4" MAX.
PERIMETER SEALANT 1
r SHIM SPACE
I
BY OTHERS n
3/4" MIN. EDGE
EXTERIOR FINISH DISTANCE
BY OTHERS
CAULK BETWEEN
FIN & 2X
WOOD BUCK 8 PAN HEAD WOOD SCREW
2X WOOD BUCK INSTALLATION ANCHOR
BY OTHERS
CAULK BETWEEN 1 1/2" MIN.
CONCRETE/MASONRY & 2X EMBEDMENT
WOOD BUCK BY OTHERS
CONCRETE/MASONRY
BY OTHERS
B VERTICAL SECTION
7 SILL - 2X WOOD BUCK
NAIL FIN
3/4" MIN. EDGE
DISTANCE
WOOD STRUCTURE BY OTHERS
8 PAN HEAD WOOD SCREW
INSTALLATION ANCHOR
INTERIOR I 1
1 1/2" MIN. u
EMBEDMENT
SEE GLAZING
DETAIL
CAULK BETWEEN
EXTERIOR
FIN & 2X WOOD BULK
EXTERIOR FINISH BY OTHERS
PERIMETER SEALANT BY
OTHERS
O.A. WINDOW
WIDTH
C HORIZONTAL SECTION
7 JAMB - WOOD BUCK
NAIL FIN
W INDDWS•DODSS
1. FOURTH AVE N(NtTH
SAYPORT, MN 55003,1096
PR (651) 264-5150 F ; (651) 264-510
w N via Y
Zo$
aW
w2
N m J
0 xLL
wwz woe
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z
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LL
IW-1+i m mN JF
Z
V
DWG #:
AWD095
SHEET: 7 OF 9
CAULK BETWEEN
CONCRETE/MA50NRY 6 2X
WOOD BUCK BY OTHERS
CONCRETE/MASONRY
BY OTHERS
2X WOOD BUCK
BY OTHERS
EXTERIOR FINISH
BY OTHERS.::.::....
PERIMETER SEALANT rE
BY OTHERS
O.A. WINDOW
HEIGHT
1 EXTERIOR
ONE (1) #8 SCREW, PER CLIP,
FROM CLIP TO WINDOW FRAME
3/4" MIN. EDGE
DISTANCE
TWO (2) #8 WOOD SCREW
INSTALLATION ANCHORS PER CLIP
1 1/2" MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
TWO INSTALLATION ANCHORS (SEE
INSTALL NOTES 7-9, SHEET 1) REQUIRED
THROUGH FRAME AT HEAD ADJACENT TO
INTERIOR MEETING STILES, TYPICAL EDGE
DISTANCE AND EMBEDMENT REQUIRED.
SEE GLAZING DETAIL EXCLUDES UNITS <- 36. X 4B"
A VERTICAL SECTION
HEAD - 2X WOOD BUCK
INSTALLATION CLIP
EXTERIOR
O.A. WINDOW
HEIGHT
PERIMETER SEALANT
BY OTHERS
ONE (1) #B SCREW, PER CLIP,_
FROM CLIP TO WINDOW FRAME
EXTERIOR FINISH -
BY OTHERS
1X WOOD BUCK
OPTIONAL) BY OTHERS
CAULK BETWEEN
CONCRETE/MASONRY d 1X
WOOD BUCK BY OTHERS
CONCRETE/MASONRY BY OTHERS
SEE GLAZING DETAIL
INTERIOR
CONTINUOUS Y" BEAD OF
SILICONE ALONG ENTIRE SILL
1/4" MAX.
r SHIM SPACE
1 1 1/4" MIN.
ITEMBEDMENT
j 2" MIN. EDGE
DISTANCE
g VERTICAL SECTION
SILL - 1X WOOD ON CONCRETE/MASONRY
INSTALLATION CUP
INSTALLATION CLIP ANCHOR REQUIREMENTS:
Wool) SUBSTRATE: USE TWO #8 PAN HEAD WOOD SCREWS PER CLIP, ,
N ROWNROWNUMBERONEOFREDRILLEDHOLESSHOWNBELOW.
METAL SUBSTRATE: USE TWO #8 HWH SM5 ANCHORS PER CLIP, INROWNUMBERONEOFPREDRILLEDHOLESSHOWNBELOW.
CONCRETE/MASONRY: USE TWO 8/6" ITW TAPCON ANCHORS, WITH
IONE ANCHVK 1-1— IN ROW NUM
N ROW NUMBER TWO 0 PREDRI S SHOWN BELOW,
BER ONE AND ONE PLACED
ANCHORS MUST BE PLACED DIAGONALLY ACROSS THE CLIP.
1.
00W..
I
I '' 0
ee
INSTALLATION CLIP DETAIL
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
i -
i., 4: F
2" MIN. EDGE
DISTANCE
TWO (2) 3/16" ITW TAPCON
INSTALLATION ANCHORS
ONE (1) #8 SCREW, PER CLIP,
FROM CLIP TO WINDOW FRAME y
J
TWO (2) 3/16" ITW TAPCON
INSTALLATION ANCHORS
CONCRETE/MASONRY
BY OTHERS
PERIMETER SEALANT
BY OTHERS
EXTERIOR FINISH
BY OTHERS O.A. WINDOW
WIDTH
C HORIZONTAL SECTION
8 JAMB - CONCRETE/MASONRY
INSTALLATON CUP
INTERIOR
SEE GLAZING DETAIL
EXTERIOR
W IMDDWf •DOOR/
100 FMR11 AVE NORTH
BAYPORT. MN 5W03-1096
PK (651) 264-5150 F, (651)264-5485
m m
m -
Of
v# 3
H
13 vim°
N T. x
N,co
m
m H H <
w a w < H
o m w p
L'uam
0
p o
OF
SEE GLAZING DET
SEE GLAZING
INTERIOR
EXTERIOR
A ORIZONTAL SECTION
ACTIVE/PASSIVE MEETING STILE
INTERIOR
GLAZING DETAIL
GLAZING DETAIL
EXTERIOR
U"AIZONTALSECTIONVE/STATIONARYMEETINGSTILEINTERIOR
INTERIOR WOOD
TRIM WOOD TRIM a
0 0 —
f
Er, 0 EJ
SILL FRAME EJ HEAD/JAMB FRAME ALTERNATE
EJ FRAME MAY
BE USED AS EQUAL ALTERNATE FRAME TYPE 3/
4" O.A. INSULATED GLASS
EXTERIOR
INTERIOR SILICONE
1+ BACK
BEDDING I 1/2" GLASS BITE
GLAZING
DETAIL NOTE:
GLASS
TYPE AND THICKNESS SHALL COMPLY
WITH ASTM E13MO4 GLASS
CHART REQUIREMENTS. i
r 0462" I1.
350"
9r-
7I 1.294"r
I
I 1.
175" —'i ACTIVE
SASH MEETING STILE PASSIVE/STATIONARY SASH MEETING REINFORCEMENT
DETAIL STILE REINFORCEMENT DETAIL RCEMENT
REQUIREMENTS REINFORCING
EQUIRES
STEEL REINFORCEMENT IN PUNITqHEI&HT 54 TIVE
AND PASSIVE OR STATIONARY SASH
MEETING STILES NOT
REQUIRED 1
wlreows•
eoerts 1.
FOURTH AYE NORTH BAYPORT.
MN 55OD3-1D96 PH'. (
651) 264-5M ": (651) 264-94n m -
Ww
Cf W. V It Y S zo8
v
io d"M
Ovu_
N
J
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W
m m
N N m 1 coowN
aZN H 0ZmLLl
it F w
d o
a
IW-
1.
i m 'f m ) cZ DWG #:
AWD095
SHEET:
9
OF 9