HomeMy WebLinkAbout211 E 22 St (2)CITY OF SANFORD
JAB Z 2Q1a BUILDING & FIRE PREVENTION
PERMIT APPLICATION
D% �A P?
Application No:
Documented Construction Value: $ 6,201.00
Job Address: 211 East 22nd Street, Sanford, FL. 32771 Historic District: Yes ❑ No ❑
Parcel ID: 36-19-30-526-OB00-0010 Residential ❑ Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: replace 4 windows size for size
Plan Review Contact Person: Skyy Tipton
Phone: 407-803-4723 Fax:
Title: Permit Specialist
Email: Permits@rbafla.com
Property Owner Information
Name 6l �f ,J Phone:
Street: 211 East 22nd Street Resident of property? owner
City, State Zip: Sanford, FL. 32771
Contractor Information
Name Jared Mellick/ Renewal by Andersen of Central Florida Phone:
Street: 5655 Carder Rd.
City, State Zip: Orlando, FL. 32810
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Fax:
407-803-4723
State License No.: CGC 1524135
Architect/Engineer Information
Phone:
Fax:
E-mail
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application � 1
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.
Signature of Owner/Agenf Date Signa of Co actor/Agent Date
Y, -, X! � " 1, / / �,L/4�aA; o��d melli�l�
Print Owner/Agen . Name Print Contractor/Agent's Name
`"`ary t'Ul%'C 5UW of Florida
Skyy Tipton
My Commission GG 122904
Expires 07/10/2021
Owner/Agent is Personally Known to M� or
Produced ID Y-:— Type of ID 1 1(,P 0SC
Notary Public State of Florida
Skyy Tipton
19 My Commission GG 122904
Expires 07/10/2021
Contractor/Agent is „ Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
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 ❑
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
# of Heads
UTILITIES:
FIRE:
Flood Zone:
# of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING: 5r �;)-- P9
Revised: June 30, 2015 Permit Application
REQUIRED INSPECTION ECTI ON SEQUENCE
TRTPi£ 1 4 t- 52 '=-
i Blum, oxr rG P1La9 -r —
M]In Max Ind ection I(Descri d6n.
Footer / Setback
Stemwall
Foundation / Form Board. Survey
Slab /' Mono Slab Prepour
Lintel / Tie Beam / FiII /Down Cell
Sheathing— Walls
Sheathing— Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco ./ Siding
Insulation Final
Final Utility Building -
Final Door
Final Window -
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Family Residence
Final. Building. Other
Address: 7_ t 1 -7-7--4-
c!
MIln
Max-
In�iE®. Des rill llonn
Electric. Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
r
_..'A
MIlIIIl
•„R''asc .'i
.�., ,•.wEEE
Max.
'MIN
Ilmspycfion Deserll2 lion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
............ .--- . ...... _— _...
�IIi � Iln•.�i •\I I"I r.�ill
�Ilm
—�Mechanical
R..I\
Im lul Ilnw 1111 I l�nllum
Rough
�—Mechanical.
Final,
I III '• IU f i I I d� III__. ��)•i' �� I I IU I I �4 111
Gas �Jhderground
I 1111
I I\
--GasRough
REVISED: June 2014
POWER OF ATTORNEY
I hereby name and appoint
Of Renewal by Andersen of Central Florida to be my lawful attorney in fact
To act for me and apply to the
CAg otC R)roi
Building Department for a Building permit for work to
Be performed at a location described as:
Section: Township: Range: Lot: Block:
Subdivision:
�,-�-
(Add ess of job)
(Owner of lir6perty and address)
And to sign my name and do all things necessary to this appointment.
Contractor)
The foregoing instrument was acknowledged before me this
By Jared Mellick
Who is personally know to me and who did not take an oath.
State of Florida
County of Orange
(Notary)
My Commission expires:
Commission#:
Kelli Leigh Ordeda
VNOTARY PUBLIC
STATE OF FLORIDA
Comm # FF226786
OEV611Expires 514/2019
THIS INSTRUMENT PREPARED BY:
Name: Skyy Tipton
Address: 5655 Carder Road
Orlando, FL. 32810
GWiNT 1'IAL_OYr OEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
BK 9048 P3 1297 0Pqs)
CLERK'S T 2017130945
RECORDED 12/28/2017 11:14°58 all
RECORDING FEES $10.00
RECORDED BY lidevore
Permit Number:
Parcel ID Number: 36-19-30-526-OB00-0010
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)
N 1/2 OF LOTS 1 + 2 BLK B
SPURLINGS ADD TO SANFORD
PB 2 PG 117
2. GENERAL DESCRIPTION OF IMPROVEMENT:
reDlace 4 windows size for size
3. OWNER INFORMATION OF LESSE� INF MATT IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: /%���<t'r'� ! � n7 4" 211 East 22nd St., Sanford, FL. 32771
Interest in property: Owner
Fee Simple Title Holder (if other than owner listed above) Name:
a. CONTRACTOR: Name: Jared Mellick/Renewal by Andersen of CFL Phone Number: 407-803-4723
Address: 5655 Carder Rd. Orlando, FL. 32810
5. SURETY (If applicable, a copy of the payment bond is attached): Name:
6. LENDER:
Address:
Phone Number:
Amount of Bond:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Phone Number:
Address:
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 specified)
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.
(Sign Oreof Owner orLessee ,orOwneYs or Lesseets (Pd . Nameja. ,eFro6lde Signafory!s Title/ ffice)
Authorized Officer/Director/Partner/Manager)
State of '�. o`N 0 ci County of '�-tr nu t b -c— ^►
The foregoing instrument was acknowledged before me this 'U day of 201
by \ ne`� \
Name of person making statement
who has produced identification type of identification produced:
,40Y NotaryP of Fodda
:P Skyy Tipton
My Commission GG 122904
w Expires 07/1012021
11/24/2017
SCPA Parcel View: 36-19-30-526-01300-0010
Property Record Card
c� Parcel: 36-19-30-526-01300-0010
Owner: SANDMAN CHERYL
SE�oounnKRor�r Property Address: 211 E 22ND ST SANFORD, FL 32771-4372
Parcel Information
Parcel
36-19-30-526-OB00-0010
Owner
SANDMAN CHERYL
Property Address
211 E 22ND ST SANFORD, FL 32771-4372
Mailing
PO BOX 806 SANFORD, FL 32771
Subdivision Name
SPURLINGS ADD TO SANFORD
Tax District
S1-SANFORD
DOR Use Code
01-SINGLE FAMILY
Exemptions
00-HOMESTEAD(2014)
E-22 ND 5T
50 80
777
Seminole County G I S1
Legal Description
N 1/2 OF LOTS 1 + 2 BLK B
SPURLINGS ADD TO SANFORD
PB 2 PG 117
Taxes
Value Summary
2018 Working
Values
2017 Certified
Values
Valuation Method
Cost/Market
Cost/Market
Number of Buildings
1
1
Depreciated Bldg Value
$56,895
$53,592
Depreciated EXFT Value
$600
$600
Land Value (Market)
$15,675
$15,675
Land Value Ag
Just/Market Value "'
$73,170
$69,867
Portability Adj
Save Our Homes Adj
$8,530
$6,557
Amendment 1 Adj
$0
P&G Adj
$0
$0
Assessed Value
$64,640
$63,310
Tax Amount without SOH: $606.55
2017 Tax Bill Amount $563.48
Tax Estimator
Save Our Homes Savings: $43.07
` Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority
Assessment Value
Exempt Values
Taxable Value
County General Fund
$64,640
$39,640
$25,000
Schools
$64,640
$25,000
$39,640
City Sanford
$64,640
$39,640
$25,000
SJWM(Saint Johns Water Management)
$64,640
$39,640
$25,000
County Bonds
$64,640
$39,640
$25,000
Sales
Description
Date
Book
Page
Amount
Qualified
Vac/Imp
WARRANTY DEED
9/1/2013
08137
1625
$71,500
Yes
Improved
PROBATE RECORDS
5/1/2007
06693
0943
$100
No
Improved
WARRANTY DEED ,
11/1/1990
02238
0737
$43,500
Yes
Improved
ADMINISTRATIVE DEED
7/1/1980
01288
1708
$100
No
Improved
Find Comparable Sales ,
Land
Method
Frontage
Depth
Units
Units Price
Land Value
FRONT FOOT & DEPTH
60.00
130.00
0
$275.00
$15,675
Building Information
Is Bed/Bath count incorrect? Click Here.
# I Description I Year Built I Fixtures I Bed I Bath I Base Area I Total SF I Living SF I Ext Wall I Adj Value I Repl Value I Appendages
http://parceldetai1.scpafl.org/ParcelDetail Info.aspx?P ID=3619305260B000010 1 /2
Renewal Itemized Order Receipt
bvAndersen. dba: Renewal By Andersen of Central Florida
Cheryl Sandman
Legal Name: Universal Roofing Group inc.
211 East 22nd St
CGC1524135 Sanford, FL 32771
wihoow NE LACEMEN7 997 West Kennedy blvd. Suite A18 I Orlando, FL 32810 C: (714)466-0242
Phone: 407-803-4723 1 Fax: I Customerservice®rbafla.com
# Room Field 0 W MisC: Misc - Permit and disposal,
0H
101 Bdrm 1 73 W Window: Gliding, Double, 1: 1, Passive / Active, Base Frame, '71
7�? v 37 38 H Exterior White, Interior White, Glass: All Sash: High � 311
FT Performance, No Pattern, Hardware: White, Screen: TruScene
5 with Exterior Color Match, Full Screen, Grille Style: No Grilles,
Grille Pattern: All Sash: No Grilles, Misc: None
102 Bdrm 1 73 W Window: Gliding, Double, 1: 1, Passive / Active, Base Frame,
% yq �31 38 H Exterior White, Interior White, Glass: All Sash: High -7 3'7��/ �" Performance, No Pattern, Hardware: White, Screen: TruScene /
("�eCe5S with Exterior Color Match, Full Screen, Grille Style: No Grilles,
'5 i(utk ,�l«.� Grille Pattern: All Sash: No Grilles, Misc: None
103 Hall bth 36 W
Window: Gliding, Double, 1: 1, Active / Passive, Base Frame, ,r t
25 H
Exterior White�l4riio`r White, Glass: All Sash: High 36- ! 1� k a�/"
63
Y' I Performance, Tempered Glass, Hardware: White,
Screen: TruScene with Exterior Color Match, Full Screen, �k I
Grille Style: No Grilles, Grille Pattern: All Sash: NoGrilles,
Misc: None /� )�J. up ` -6 �I �� � 1143/!'
104 Mstr 73 W
Window: Gliding, Double, 1: 1, Passive / Active, Base Frame,
38 H
s/0
L t
Exterior White, Interior White, Glass: All Sash: High J��ff/� �J� L
Performance, No Pattern, Hardware: White, Screen: TruScene
with Exterior Color Match, Full Screen, Grille Style: No Grilles,
Grille Pattern: All Sash: No Grilles, Misc: None
WINDOWS: 4 PATIO DOORS: 0
SPECIALTY: 0 MISC: 1 TOTAL $6,201
Renewal by Andersen is committed to our customers'safety by
C
complying witb the rules and lead -safe work practices specified by the EPA.
UPDATED: 11/21/17 Page 3 / 13
Renewal Agreement Document and Payment Terms
Andersen. dba: Renewal By Andersen of Central Florida Cheryl Sandman
Legal Name: Universal Roofing Group inc. 211 East 22nd St
CGC1524135 Sanford, FL 32771
WINDOW RE IACEMIENT 997 West Kennedy blvd. Suite Al 1 Orlando, FL 32810 C: (714)466-0242
Phone: 407-803-4723 1 Fax: I Customerservice®rbafla.com
Buyer(s) Name: Cheryl Sandman Contract Date: 11/21/17
Buyer(s) Street Address: 211 East 22nd St, Sanford, FL 32771
Primary Telephone Number: Secondary Telephone Number: (714)466-0242
Primary Email: cjsandman@gmail.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 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: $6,201 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: $0
Balance Due: $6,201 Estimated Start: Estimated Completion:
Amount Financed: $6,201 8-10 weeks 1-2 days
Method of Payment: Financing 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 11/25/2017 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: Re ewaI By Andersen of Central Florida Buyer(s)
Signature of Sales Person
Heather Fischetti
Print Name of Sales Person
Signature
Cheryl Sandman
Print Name
Signature
Print Name
UPDATED: 11/21/17 Page 2 / 13
Product Approval Specification Fora
gui�n,,�e
Permit # # 1 8- 5 8 3
Project Location Address
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
AN
E ---
Sliding
A PERMI I ISSUED SHALL BE
CONSTRUED TO BE
Sectional
PLANE EXAMINER
AUTHORITY TO VIOLATE, C
NCEL, ALTER OR SE -
Roll Up
a- I' I
Automatic
THE BUILDING OFFICIAL
=ROM THEREAFTER
Other
TIONS OE THIS COU:
2. Windows
Single Hun
Horizontal Slider
n U p
Casement
Double Hung
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Renewal
Order Summary
byAndersen.
dba: RENEWAL BY ANDERSEN OF CENTRAL FLORIDA
CHERYL SANDMAN
Legal Name: Universal Roofing Group, inc. I License # CGC1524135
211 East 22nd St
s�®O
997 West Kennedy blvd I Orlando, FL 32810
Sanford, FL 32771
wiNo•w REPLACEMENT
Phone: 407-803-4723 1 Fax: 407-386-8262 1 customerservice@rbafla.com
Measure Tech: Heather Fischetti, (407)325-7700
H: 1 C: (714)466-0242
BACK `
UNIT NOTES
k
S
•
JOB -PHOTOS;
r
11/21/17 Page 3 / 12
1/15/2018 Florida Building Code Online
d.• "`�fi`�' to i+#,4 q�.c ��a :- M;�r•s'f� ..,�-w
'�,
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FI 'da
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w�,,,-- USER: Public User
EP
Product Approval Menu > Product or Application Search > Application List > Application Detail
-
�� * (— FL # FL19563-R2
-
Application Type Affirmation
Code Version 2017
Application Status Approved
Comments
Archived 7
Product Manufacturer Andersen Corporation
Address/Phone/Email 100 Fourth Avenue North
Bayport, MN 55003
(651)264-5308
alan.barstad@AndersenCorp.com
Authorized Signature Alan Barstad
alan.barstad@AndersenCorp.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Locke Bowden
-!/,l Validation Checklist - Hardcopy Received
Certificate of Independence FL19563 R2 COI COI Andersen SS 2015-08-31. df
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2011
Equivalence of Product Standards
Certified By
Sections from the Code
✓i I affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
ANDERSEN
INSTALLATION NOTES: C . P�N T I INC
1. INSTALLATION CLIPS: ONE (1) INSTALLATION ANCHOR CLIP IS REQUIRED AT EACH ANCHOR RENEWAL /� / per'CATION SHOWN, EACH CLIP 15 TO USE TWO (2) INSTALLATION ANCHORS. � �/A L SERIES GLIDER WIND
w !�!
2 LOCATION THROUGH
FRAME AND AI FIN: ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR
SHOWNON—IMPACT
3. INSTALL INDIVIDUAL INSTALLATION ANCHORES WITHINATOLERANCOF11/2INCHOFTHE
DEPICTED LOCATION IN THEANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF
TOLERANCES). TOLERANCES ARE NEXT, NOTCUMULA THE FROM ONE INSTALLATION ANCHOR TO THE GENERAL NOTES:
4. INSTALLATION CUP: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR
DIRECTLY INTO CONCRETE/MASONRY, USE TWO (I) 3/16 INCH HWH ITW TAPCON PER
INSTALLATION CLIP OF. SUFFICIENT LENGTH TO ACHI EVE 11/4 INCH MINIMUM EMBEDMENT AND
SHALL MAINTAIN MINIMUM 2" EDGE DISTANCE.
S. INSTALLATION CLIP:
R FOR INSTALLATION INTO 2X BUCK USE TWO (2) #8 PAN HEAD WOOD SCREWS
PEINSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH MINIMUM EMBEDMENT
INTO WOOD SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
6. INSTALLATION CLIP: FOR INSTALLATION THROUGH METAL STUD USE TWO (2) #8 HWH GRADE 5
SELF -DRILLING OR SELF -TAPPING SCREWS PER INSTALLATION CLIP OF SUFFICIENT LENGTH TO
ACHIEVE 3 THRE405 MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL
MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
7. THROUGH FRAME:.FOR INSTALLATION INTO 2X BUCK USE #10 FH WOOD SCREWS OF SUFFICIENT
LENGTH —TO ACHIEVE 1 1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE AND SHALL
MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
8. THROUGH FRAME: FOR INSTALLATION INTO METAL SUBSTRATES USE 010 FH GRADE 5
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.
9. THROUGH FRAME: FOR INSTALLATION THROUGH 1X.BUCK TO CONCRETE/MASONRY, OR DIRECTLY
rNTO
) 3116 INCH FH JTW TApCOM OF SUFFICIENT LENGTH To
ACHI VOE 11EN H MINIMUM EMBEDNCR/MASONRY, USE ONE MENT AND SHALL MAINTAIN MINIMUM 2" EDGE DISTANCE.
10.NAIL FIN: FOR INSTALLATION INTO 2X BUCK USE 48 PAN HEAD WOOD SCREWS OF SUFFICIENT
LENGTH TO ACHIEVE 1112 INCH 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
SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION
BEYOND METAL FRAME SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
12.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT
LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
13.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION
RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING.
JASOR 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.
15.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATITH
STRENGTHSOLESS THAN THENS, AND ANCHORS SHALL NOT BE USED IN MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFIACTURER.
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 TOASTMC-90
D. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI, MINIMUM WALL THICKNESS OF 48 MILS (18
GAUGE).
E.ALUMINUM . MINIMUM WALL THICKNESS OF Ye", 6063-TS ALLOY OR BETTER.
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/WOMA/CSA 101/IS.2/A440-08/il
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS
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
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 THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. WINDOW FRAME MATERIAL: FIBREX® AND PVC.
7. SEE SHEET FOR GLAZING DETAILS.
8, DESIGNATIONS "X"AND "O"STAND FOR THE FOLLOWING:
X: OPERABLE PANEL
0: FIXED PANEL
Digitally signed by Hermes F Norero, P.E.
Reason: Iam.approvin,thl, i ... __.
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UNIT MAX.
WIDTH 96"
MAX. D.L.O. MAX. D,L,O.
�— 4315/16" `— 4315/16" —'
A A A
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UNIT MAX.
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UNIT MAX.
WIDTH 108"
MAX. 01.0, MAX. D.W.
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A A A
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UNIT MAX.
MAX. D.L.O.
HEIGHT HEIGHT
72" 69" O"
NOTE:
ALTERNATE MEETING STILE
ELEVATION
MAY BE USED SUCH
MAX. DLONDIMENSIONS SHOWNTMAT
108" X 72" XO UNIT
HEREIN ARE NOT EXCEEDED. UNEQUAL
1:2 SASH RATIO
SA5H RATIO NOT AVAILABLE FOR
ACTIVE/ACTIVE (XX) UNITS.
UNIT MAX.
WIDTH 72"
MAX. D.L.O. MAX. D.L.O.
31 15/16" `) r 3115/16"
A q A
6 7 8
C A
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SEE SCHEDULE
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TWO INSTALLATION ANCHORS (SEE
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THROUGH HEAD, SPACED 2.5" ON
EACH SIDE OF MEETING STILE.
EXCLUDES UNITS < 36" X 48"
CORNER DIST.
SEE SCHEDULE TYPICAL ANCHOR LAYOUT
XO OR OX GLIDER
2:1 SASH RATIO
MAX. O.C. SPACING
SEE SCHEDULE
CORNER DIST.
SEE SCHEDULE
d
MAX. O.C. SPACING
SEE SCHEDULE
1
CORNER DIST.
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"
TYPICAL ANCHOR LAYOUT
ALL METHODS OF INSTALLATION XO GLIDER
REQUIRE A CONTINUOUS V" BEAD OF 1:2 SASH RATIO
SILICONE BELOW THE SILL
RENEWAL SERIES GLIDER ANCHOR SPACING
INSTALLATION FROM MAX O.C. MAX O.C. MAX O.C.
CONFIG. CORNERS HEAD SILL JAMBS
METHOD
(IN) (IN) (IN) (IN)
0 NAIL FIN 3.5 3.5 3.5 5 a r- 3.
p H INSTALLATION
L7 h CLIP 5.5 15.25 15.2S 16
x ~ THROUGH
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FRAME NOTES 15.25
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p x INSTALLATION
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x ry THROUGH
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FRAME NOTES 17.25
c NAIL FIN 3.5 3.5 3.5 3.5
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x + THROUGH SEE
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NOTES
W NAIL FIN 3.S 3.5 3.5 3.5
0
= INSTALLATION
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x N THROUGH SEE
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NOTES
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 SASH RATIOS, USE WORST CASE ANCHOR SPACING
BETWEEN EQUAL SASH AND 1:2 OR 1:2:1 SASH RATIOS FROM
TABLE ABOVE.
• REFER TO SHEET 1, INSTALLATION NOTES 4.11 FOR ANCHOR
TYPE DEPENDENT ON INSTALLATION METHOD AND SUBSTRATE.
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TWO INSTALLATION ANCHORS (SEE
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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
MAX. O.C. SPACING
SEE SCHEDULE
CORNER DIST.
SEE SCHEDULE
MAX. O.C. SPACING
SEE SCHEDULE
CORNER DIST.
SEE SCHEDULE
ALL METHODS OF INSTALLATION
REQUIRE A CONTINUOUS" 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"
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• FOR CUSTOM SASH RATIOS, USE WORST CASE ANCHOR SPACING ~
BETWEEN EQUAL SASH AND 1:2 OR 1:2:1 SASH RATIOS FROM
TABLE ABOVE.
• REFER TO SHEET 1, INSTALLATION NOTES 4-11'FOR ANCHOR n
TYPE DEPENDENT ON INSTALLATION METHOD:AND SUBSTRATE,
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BY OTHERS
CAULK BETWEEN
CONCRETE/ MASONRY 6 2X
WOOD BUCK BY OTHERS -
2X WOOD BUCK
3/4" MIN. EDGE
DISTANCE
BY OTHERS
#10 FH WOOD SCREW
1 1/2" MIN. EMBEDMENT
INSTALLATION ANCHOR
EXTERIOR FINISH
1/4" MAX.
BY OTHERS
SHIM SPACE
PERIMETER SEALANT
TWO INSTALLATION ANCHORS (SEE
BY OTHERS
a INSTALL NOTES 7-9, SHEET 1) REQUIRED
O.A. WINDOW
THROUGH FRAME AT HEAD ADJACENT
HEIGHT
To
MEETING STILES TYPICAL
EDGE
DISTANCE AND EMBEDMENT REQUIRED.
EXCLUDES UNITS 1 36" X 48"
EXTERIOR ` INTERIOR
SEE GLAZING DETAIL 1/4" MAX.
INTERIOR SHIM SPACE
A VERTICAL SECTION SEE GLAZING DETAIL C=
6 HEAD-zx WOOD BUCK
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EXTERIOR
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HEIGHT
PERIMETER SEALANT
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 &lX
WOOD BUCK BY OTHERS /
CONCRETE/MASONRY BY OTHERS—/
3 THREAD PENETRATION
BEYOND METAL FRAME
3/4" MIN. EDGE
DISTANCE
I #10 FH SELF -TAPPING SCREW
INSTALLATION ANCHOR
\ f METAL SUBSTRATE BY OTHERS
SEE GLAZING DETAIL EXTERIOR
SHEATING BY OTHERS
EXTERIOR FINI5H BY OTHERS
INTERIOR PERIMETER SEALANT BY
OTHERS
CONTINUOUS y" BEAD OF O.A. WINDOW
• o
SILICONE ALONG ENTIRE SILL WIDTH
1/4" MAX.
I SHIM SPACE HORIZONTAL SECTION
TT 11/4"MIN. 6 JAMB - METAL FRAME SUBSTRATE
}� EMBEDMENT THROUGH -FRAME
TWO (2) 3/16" ITW TAPCON
2" MIN, EDGE INSTALLATION ANCHORS
DISTANCE
SEE SHEET 8 FOR INSTALLATION
B VERTICAL SECTION CLIP DETAILS AND ANCHORING
6 SILL -1X WOOD ON CONCRETE/MASONRY REQUIREMENTS.
INSTALLATION CLIP
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SHIM SPACE
-T TWO INSTALLATION ANCHORS (SEE
j INSTALL NOTES 7-9, SHEET 1) REQUIRED
THROUGH FRAME AT HEAD ADJACENT TO
MEETING STILES, TYPICAL EDGE
DISTANCE AND EMBEDMENT REQUIRED.
EXCLUDES UNITS 1 36" X 48"
SEE GLAZING DETAIL
INTERIOR
VERTICAL SECTION
7 HEAD - METAL FRAME SUBSTRATE
NAIL FIN
NAIL FIN/FLANGE IS REVERSIBLE,
SEE ORIENTATION DIFFERENCE
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GLAZING DETAIL
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DISTANCE
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#8 PAN HEAD WOOD SCREW
BY OTHERS
INSTALLATION ANCHOR
CAULK BETWEEN
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1 1/2" MIN.
WOOD BUCK BY OTHERS
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
VERTICAL SECTION
51LL - 2X WOOD BUCK
NAIL FIN
INTERIOR
1/4" MAX. yl
SHIM SPACE
3/4" MIN. EDGE
DISTANCE
WOOD STRUCTURE BY OTHERS
#B PAN HEAD WOOD SCREW
INSTALLATION ANCHOR
a 1 1/2" MIN.
SEE GLAZING EMBEDMENT
DETAIL
EXTERIOR CAULK BETWEEN
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EXTERIOR FINISH
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O.A. WINDOW BY OTHERS
HEIGHT
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HEIGHT
1 1/2" MIN.
EMBEDMENT
1 t5HIM
MAX.
PACE
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 4 36" X 48"
- VERTICAL SECTION
8 HEAD - 2X WOOD BUCK
INSTALLATION CLIP
EXTERIOR
PERIMETER SEALANT
BY OTHERS
ONE (1) #8 SCREW, PER CLIP,
FROM CLIP TO WINDOW FRAME
EXTERIOR FINISH
BY OTHERS
1X WOOD BUCK
(OPTIONAL)BY OTHERS
CAULK BETWEEN
CONCRETE/MASONRY 6 IX
WOOD BUCK BY OTHERS
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SEE GLAZING DETAIL
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CONTINUOUS y" BEAD OF
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d y'-- • _._ __ ___
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DISTANCE
rV VERTICAL SECTION
SILL • IX WOOD ON CONCRETE/MASONRY
INSTALLATION CLIP
TWO (2) 3/16" ITW TAPCON
INSTALLATION ANCHORS
INSTALLATION CLIP ANCHOR REQUIREMENTS,
WOOD SUBSTRATE: USE TWO #8 PAN HEAD WOOD SCREWS PER CLIP,
IN ROW NU_ M ONE OF PREDRILLED HOLES SHOWN BELOW.
METAL SUBSTRATE: USE TWO #8 HWH SMS ANCHORS PER CLIP, IN
ROW NUMBER ONE OF PREDRILLED HOLES SHOWN BELOW.
CONCRETE/MASONRY: USE TWO %6" ITW TAPCON ANCHORS, WITH
0 ANCHOR P AC D IN ROW NUMBER ONE AND ONE ANCHOR PLACED
IN ROW NUMBER TWO OF PREDRI— LLED HOLES ANC —ORS SHOWN BELOW.
ELED DIAGONALLY ACROSS THE CLIP.
DO NOT INSTAI I
6.500"
1.5001,
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0.625"
1.287"
1
2
3
INSTALLATION CLIP DETAIL
1 1/4" MIN.
EMBEDMENT 1/4" MAX.
SHIM SPACE
2" MIN. EDGE
DISTANCE
• 4
TWO (2) 3/16" ITW TAPCON
INSTALLATION ANCHORS INTERIOR
ONE (1) #8 SCREW, PER CLIP,
FROM CLIP TO WINDOW FRAME S
SEE GLAZING DETAIL
CONCRETE/MASONRY
BY OTHERS
PERIMETER SEALANT EXTERIOR
BY OTHERS
EXTERIOR FINISH
BY OTHERS
O.A. WINDOW
WIDTH
HORIZONTAL SECTION
JAMB - CONCRETE/MASONRY
INSTALLATION CLIP
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EXTERIOR
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GLAZING DETAIL
GLAZING DETAIL
INTERIOR
WOOD TRIM INTERIOR
WOOD TRIM
o ....
—I
EJ SILL FRAME EJ HEAD/JAMB FRAME
ALTERNATE EJ FRAME
MAY BE USED AS EQUAL ALTERNATE FRAME TYPE
3/4" O.A. INSULATED
17 GLASS
EXTERIOR INTERIOR
SILICONE
BACK BEDDING
1/2" GLASS
SITE
\I1 1uv/
GLAZING DETAIL
NOTE:
GLASS TYPE AND THICKNESS SHALL
COMPLY WITH ASTM E3.300-04
GLASS CHART REQUIREMENTS.
1.350"
0
.462"
1.175" —� —7
1.294"
ACTIVE SASH MEETING STILE
PASSIVE/STATIONARY SASH MEETING
REINFORCEMENT DETAIL
STILE REINFORCEMENT DETAIL
SASH REINFORCEMENT REQUIREMENTS
SIZE
REINFORCING
UNIT HEIGHT> 54"
REQUIRES STEEL REINFORCEMENT IN
ACTIVE AND PASSIVE OR STATIONARY
SASH MEETING STILES
UNIT HEIGHT, 54"
NOT REQUIRED
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