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CITY OF SANFORD
MAY 2 3 Nfl BUILDING & FIRE PREVENTION
PERMIT APPLICATION
I mented Cof?
3 2
Application No: I I'" I S
J
Docunstruction Value: $ 7 7o3
Job Address: s5 S/G%h G c .S7 n OCG T/ Historic District: Yes No
c,/0 iY
Parcel ID:
Description of Work:
Plan Review
Phone: 4G7 E-mail:
f Property Owner Information
Name V . C -44141 -,-yl 4 0-4hreslta,
l , L,46 Phone:
Street:
City, State Zip: 'r" /7 3
r Resident of property? : A/0
z 7i . ° nDof5 !
Contractor Information -
Name It m pa ln/" 4- 9eW^S+r. c_b an XiG Phone: !`
Street: i a -S W e 1 ( /'L. 'Fax: T o i" 0 6
City, State Zip: LQ WOO& rL 3375 State License No.: 5q-,359505 Y
Erchitec;)Engineer Information
Name: a/a U s?f//L'i Phone:
Street:Z.32/ C e C" Fax:
l /
City, St, Zip: di -14A o. C 32 ZS E-mail:
Bonding Company: V, A;
Address:
Building Permit
Square Footage:
No. of Dwelling Units:
Electrical
New Service — No. of AMPS:
Mortgage Lender: /ilk.
Address:
PERMIT INFORMATION
Construction Type: No. of Stories:
Flood Zone:
Mechanical (Duct layout required for new systems)
Plumbing
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm No. of heads:
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,
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.
WARNINU40 WLNER:' 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.
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. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated_ charges exceed the documented
construction value when the executed contract is submitted, credit will. be applied to your permit fees when the
permit is released. J
Signature.of Opt gaAgent,% t, i °s `Y L'•' ;. a Date
Print O gent un
JOHN D. EWSON
COMMISSION # DD 986614
PIPES: August 28, 2014
cOnded thru Notary Public Undenvriters
Owner/Agent is V-' Personally Known to Me or
Produced ID Type of ID
i' `lj i 1. ' .
ar'': ^
4-` `• . ..\ • y. w ti
Signature'oCComiaetor/Ag
Rd
Printn for/As Name
Sig ofNota - Date
JOHN D. EWSON
MY COMMISSION # DD 986614
a= EXPIRES: August 28, 2014
pf'g„'P Bonded Thru Notary Public Underwriters
APPROVALS: ZONING: S' •t1UTILITIES:
ENGINEERING. e— 5$'ItFE' E:
COMMENTS:
Rev 11.08
Contractor/Agent isy Personally Knowri to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING: «
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: , .23111
I hereby name and appoint: kresa-'--REDA
an agent of: "T{ M ` A j W T)fj G, " iee [enS-ff kd a n , nn
to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
All permits and applications submitted by this contractor.
The specific ermit
ss V10,
application gr work located at:
1 t GC
Expiration Date for This Limited Power of Attorney: S-2 3
License Holder Name: 3
State Licens
Signature of
STATE OF
COUNTY C
h
The foregoing instrument was acknowledged before me this 23 day of M &4 ,
20JA_, by .S+eveA O- VA%421 n who is persona ly known
to me or who has produced
identification and who did (did not) to a an oath.
Si tore - •
Notary Seal)
asY ey % JOHN G. EUISON
C31•
F? c r • MY COMMISOil 7OD 988814
EXPIRES: August 28, 2014
ar• Bwded Thru Notary Puhrrc Undevrlters
Rev. 3/27/07)
j-010-1 'D• ELi-iso"
Print or type name
Notary Public - State of rultoft
Commission No. qJ41,14
My Commission Expires: Y z$ tot
as
www.sunbiz.org - Department of State
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Events Name History
Detail by Entity Name
Florida Limited Liability Company
SV ENGINEERING & INVESTMENTS, LLC
Filing Information
Document Number L10000083391
FEUEIN Number 273206478
Date Filed 08/09/2010
State FL
Status ACTIVE
Effective Date 08/09/2010
Last Event LC NAME CHANGE
Event Date Filed 08/13/2010
Event Effective Date NONE
Principal Address
450 SOUTH ELLIOTT AVENUE
SANFORD FL 32771 US
Mailing Address
450 SOUTH ELLIOTT AVENUE
SANFORD FL 32771 US
Registered Agent Name & Address
VAUGHN, STEVEN
450 SOUTH ELLIOTT AVENUE
SANFORD FL 32771 US
Manager/Member Detail
Name & Address
Title MGR
VAUGHN, STEVEN
450 SOUTH ELLIOTT AVENUE
SANFORD FL 32771 US
Annual Reports
Report Year Filed Date
2011 01/07/2011
Document Images
01/07/2011 --ANNUAL REPORT View image in PDF format
08/13/2010 — LC Name Change
Page 1,of 2
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Submit
1111111flip III itIII 1111 gllmIv III I IN
Permit No
MRYANNE NURSE, CLERK OF CIRCUIT COURT
No. 3l- r 9 3 So 7-,d?oQ a2 o SEt#INOI.E CtHk1TY
Tax Folio PK 0%5'/3 Ru ON4; Upg)
NOTICE OF COMMENCEMENT CLERK%S # 210110521931
REMRDED OS11912011 01:53:45 PA
State of Florida REDIRDINS FEES 10.00
County of Seminole RECORDED BY J Erkent oth (all)
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)
41/ /: 5' .3,-v 4.3 !. 23/ & 7 5-,-a
2. General description of improvement: aT ek'1S 1;1 LtJ/ba
3. Owner information: Name: h des 7,m $ GSC H i rl
Address:) U J. f/i f Z: r / 3Z7 7/
b. Interest in property: i d
C. Name and address of fee simple titleholder (if other than Owner): Name: -444"74f GS a624,'&
Address: Sci eS G G '
4. Contractor Name: Phone number:
c. Address:
5. Surety Name Al- 4a
Address: A-1,
b. Amount of bond: $ Al- 'A
6. Lender: Name:
Address:
b. Lender's phone number: : /
7.a. Persons within the State of Florida designated by Owner upon whom notices or/. other documents may be served as
Aprovided by Section 713.13(1)(a1 /77., Florida tatute*• Name: a may U i l f'/z rtG 2f'/G/s2Ey
Address: •f,40 S G /.`Uf1fitlP_ , S ,7 /, /
8.a. In addition to himself or herself, Owner designates of to receive a copy of the
Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
b. Phone number of person or entity designated by owner:
9. Expiration date of notice of commencement (the expiration date is 1 year from the 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 1,
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
COMMEW. EME
wG _
1?6r Gt e/ k Y•d
Signature of Owner or Ownees 46thorized Officcr/Director/Partner/Manager Signatory's Ti e/Officc
The foregoing instrument was acknowledged before me this day of (year) , by (name of person) as (type of
authority,,.. e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed) .
Ll"
M
W YVONNE HOWELLoary_pypl[ --State6oFRorida- - — (SEAL)
SignatuabComm. Expires Oct 23, 2013%
MMIs qpl t$t pde 'fication ' Type of Identification ProducedPersonalir`P a ,e r qanroug alionaltkarYA n.
Verification pursuant to e t tutes: Under penalties of perjury, I declare that 1 have read the fore tPI
the ct stated in it are e e best of my knowI d andb H f.. 19IARYANNE MORSE
C. C/ V CLERK OF CIRCUIT COURT
Si . re of Natural Pers n igning Above SEMIIVOLE COUNTY. FLORIDAa
ev date 3/2008
mMAY `11r 2011
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PP.RCFL L
DAvw JaHNsooN. CFA. ASA
Ar+
PROPERTY
APP RA MiR
SEMINO E, -h ,FL.
111101 E. FIRSTW
5ANFORD.FL32771.14W
407-45W7508
VALUE SUMMARY
VALUES
2011 2010
Working Certified
GENERAL
Value Method Cost/Market Cost/Market
Parcel Id: 31-19-31-507-0700-0290
Number of Buildings 1 1
Owner: SV ENINEERING & INV LLC
Depreciated Bldg Value $16,734 93,835Own/Addr:
Depreciated EXFT Value $600 600MailingAddress: 450 S ELLIOT AVE
Land Value (Market) $38,145 39,532City,State,ZipCode: SANFORD FL 32771
Land Value Ag $0 0PropertyAddress: 555 VALENCIA ST SANFORD 32771
Just/Market Value $55,479 133,967SubdivisionName: SAN LANTA
Tax District: S1-SANFORD Portablity Adj $0 0
Save Our Homes Adj $0 0Exemptions:
Dor: 01 -SINGLE FAMILY Amendment 1 Adj $01 0
Assessed Value (SOH) 1 $55,4791 133,967
Tax Estimator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 55,479 $0 55,479
Amendment 1 adjustment Is not applicable to school assessment) Schools 55,479 $0 55,479
City Sanford 55,479 $0 55,479
SJWM(Salnt Johns Water Management) 55,479 $0 55,479
County Bonds 55,479 $0 55,479
The taxable values and taxes are calculated using the current years working values and the prior years approved mlllage rates.
SALES
Deed Date Book Page Amount Vaclimp Qualified
SPECIAL WARRANTY DEED 02/2011 07525 0247 $38,900 Improved No 2010 VALUE SUMMARY
SPECIAL WARRANTY DEED 01/2011 076250246$100 Improved No 2010 Tax Bill Amount: 2,691
CERTIFICATE OF TITLE 03/2010 07348 0177 $100 Improved No 2010 Certified Taxable Value and Taxes
PROBATE RECORDS 12/2001 04246 0708 $100 Improved No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
PROBATE RECORDS 06/200104125 0993 $100 Improved No
Find Comparable Sales within this Subdivision
LEGAL DESCRIPTION
LAND
Pick'=
Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS'
FRONT FOOT & DEPTH 143 135 .000 275.00 $38,145 LEG E 1/2 OF LOT 29 + ALL LOTS 30 + 31 BLK 7 SAN LANTA
PB3PG80
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost
New
BuIldincl 1 SINGLE FAMILY 1925 5 1,118 2,056 1,984 WD/STUCCO FINISH $16,734 29,749
Sketch
Appendage I Sqft OPEN PORCH FINISHED/ 72
Appendage / Sqft ENCLOSED PORCH FINISHED/ 140
Appendage I Sqft UPPER STORY FINISHED / 726
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base
SemiFlnshed
Permits
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
OVERRIDE 1925 360 $0
FIREPLACE 1930 1 $600 1,500
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes.
If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
http://www.scpafl.orglweblre—web.seminole—countytitle?parcel=31193150707000290&c... 5/23/2011
PERMIT #
May 19, 2011
To: City of Sanford Fire Department
Building and Fire Prevention Division
Re: Stop Work Order # 5-11-1401 at 555 Valencia St. Sanford, Fl 32771
Construction Value/estimate
Fm: Steven D. Vaughn, PE #33263 and owner
This letter and attachments is to acknowledge/state the estimated cost for
work completed to date and that remains regarding this permit submission.
Please review the attached receipts for material. I have included an estimate
of labor as though it might be contracted for use is this estimate.
Materials (see attached) $1903.32
Estimated additional materials to complete $ 300.00
Labor previously self performed $ 0.00
Estimated labor for work to date and remaining $ 2500.00
Steven ). U tighn I
Date 5/18%201=15
Total Estimate $ 4703.32
33263, owner of residence
iL
FrL AWEEV
LOWS HOME CENTERS. INC. p' .
p
3780 ORLANDO DRIUE
SANFORD, FL 32713 (407) 430-4060 Vv
SALE -
SALES 0: S16571IC1 1451508 04-30=11
952 1XBX8 12 TOP CHOICE UHTUD 71.68
8 ® 8.96
951 1X6X8 TOP CHOICE U2 UHTUD 208.60
28 0 7.45
30906 2X6X8 ACQ TOP CHOICE TREA 44.73
9 0 4.97
11810 PLASTER KETAL LATH 2.5 PA 10.85
58983 3/4"X10' UVL. CASINO BEAD 45.84
12 0 3.82
205592 PFJ CSE 356 2 1/4 11/16 7 29.40
126172 HIT 2-3/8X.113 RS GALU 1M 21.98
10352 PORTLAND CEMENT BAG 8.65
67250 U -SHAPED DOOR BOTTOM-BROU 56.82
6 0 9.47
29415 JH UNITE VINYL COMPRESS D 62.58
14 0 4.47
41427 10 OZ UNITE LIGHTHG 3006 21.36
1.98 DISCOUNT EACH -0.20
12 0 1.78
308935 4" 1/4R OIL RUB BRONZE DO 57.00
2.68 DISCOUNT EACH -0.40
25 1 2.28
97361 BC40Z 04 POST BASE ZMAX 18.04
4 0 4.51
61567 TAPCN 3/16X1-1/4 PFH SCRE 5.32
78669 TAPCON 3/16X2-3/4 PHILLIP 7.98
45896 12 OZ HIGH PERFORMANCE UO' 12.97
SUBTOTAL: 683.80
TAX: 47.87
IHUOICE 02873 TOTAL: 73
DEBIT: 731.67
TOTAL DISCOUNT: 12.40
OEBIT:XXXXXXXXXXXX3488 AND UNT:731.67 AUTHCO:120064
SUIPED REFID:803996157 04/30/11 12:06:56
TRACE:00457204
PURCHASE CASH BACK TOTAL DEBIT
731.67 0.00 731.67
STORE: 1657 TERMINAL: 02 04/30/11 12:05:58
to OF ITEMS PURCHASED: 125
EXCLUDES FEES, SERUICES AND SPECIAL ORDER ITENS
mint
is
sSS vde r
j'
19BITAT FOR HUHAHITY
SEMINOLE COUNTY
SANFORD FLORIDA
01/25/2011 1:15PH 02
000000 fi6B 3
iS
CLERK02
DOORAIN 11$550.00
MDSE ST $550-00
TAXI $38.50
ITES IQ
CHECK $588.50
ALL SALES ARE FINAL
THANK YOU
PLEASE VISIT US AGAIN
HABITAT FOR HUMANITY
SEMINOLE COUNTY
SANFCRD-F'.ORIDA r
03/30/2011 1:24PH 02
000000#1845 TAYLOR
DOORAIN 11$35.00
HOSE ST $35.00
TAXI $2.45
ITEMS 10
CHARGE $37-45
ALL SALES ARE FINAL
THANK YOU
PLEASE VISIT US AGAIN
55„5-
S'SSvr-jc tC p`
HABITAT FOR HUi1A -4
SEMINOLE. COUNTY
3ANFORD` FLORIDA
01/26/2011 2:49PH 02
000000#6973 CLERK02
DOORAIN 16 r 1$40- 00
MDSE ST $40.00
TART $2.80
ITEMS 10
CHARGE $42-80
ALL SALES ARE FINAL
THANK YOU /
PLEASE VISIT US AGAi
HABITAT- FOR HUHANITY
SEMINOLE COUNTY
SANFORD FLORIDA
00//2011 11:50AN 05
0100 #1935 DONNA
4 @ $65.00
DOORAIN r 1$260.00
MDSE ST $260-00
TAXI $18.20
ITEMS 40
CASH $278-20
ALL SALES ARE FINAL
THANK YOU
PLEASE VISII US AGAIN
051r
HABITAT FOR HUMANITY
SEMINOLE COUNTY ---
Sam, D-FuuklmSANFGRD-Fuukl A
03/29/2011 11:54AN 02
000000#1759 TAYLOR
OPLIANCES 11$10.00
5 @ $40.00
DOORAIN 11$200-00
MDSE ST $210.00
TAXI $14.70
ITEMS . 60
CHARGE $224-70
ALL SALES ARE FINAL
THANK YOU
PLEASE VISIT US AGAIN
R. Quinn Turner, AIA, NCARB
AR0011447
2324 Treymore Drive
Orlando, Florida 32825
407) 484-2024 Cell
gturnerO-rgta rchitect.com
website: www.auinnturner.com
May 19, 2011
City of Sanford Building Department
P.O. Box 1788
Sanford, FI 32772
Attention: Mr. Richard Denman
RE: 555 Valencia Street Stop Order
Sanford, FI 32771
PERMIT #
Dear Mr. Denman:
1 have reviewed the existing construction conditions at this existing residence, and have
completed a set of permit drawings to be submitted to you by the owner, for your review
and approval .We have detailed what was completed and what details need to be
completed to meet code.
If you have any questions please email or call me
Sincerely; ;.
R. Quinn Turner"Aipfiftect
AR0011447 , `
t I
Enclosures:
NOA for Norandex windows Noted in window schedule A2.1 Glazing Schedule
Florida approval A # 9262.13 Noted in window schedule Sheet A2.1 Glazing Schedule
Letter from owner outlining the existing construction at time of stop order
I\
May, 18, 2011
To: Quinn Turner, AIA
Re: 555 Valencia St, Sanford, Florida, 32771
Existing window and door replacement construction as identified within
your plans reflecting job number 1103, last dated May 17, 2011
Fm: Steven D. Vaughn, PE #33263 & owner of the home
This letter is to certify that the existing framing for doors and windows to date
is in keeping with your plans and window installation exhibits with the
following exceptions:
1. Additional screws per the schedules for all doors and windows will be
finalized/ added after the city permit is issued as we were stopped in the
middle of the installations by the stop work order.
2. The framing and finalization of the installation within the sun porch
located at the Northeast side of the house will be constructed in keeping with
your details within the plans and will be completed under the city permit.
Please use this letter in addition 'to your letter as needed to certify the plans,
your letter and other window exhibits/NORs for windows as applicable.
4Sihave:eY;, '
t
Steven Vau 'PE #33263
Dati; 5[1911;
Fs '
1
MIAMFDADE
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563
305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA) www.bufldin2codeonUne.com
Simonton Building Products, Inc.
dba Simonton Windows)
1 Cochrane Avenue
Pennsboro, WV 26415
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may, immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series 11002/002" Aluminum Single Hung Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. 0733-8, titled "002/002 Storm Breaker Plus Single Hung and
Eyebrow Window", sheets 1 through 5 of 5, dated 8/20/02, with revision No.8 dated 06/23/05, prepared by
manufacturer, signed and sealed by Charles A. Pagen, P.E., bearing the Miami -Dade County Product Control
Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product
Control Division.
MISSILE IMPACT RATING: Large and Small Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and supersedes NOA # 03-0415.06 and consists of this page 1 and evidence pages E-1, E-2
and E-3, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
o CT Lo
x
a /
Now.o
CP`C
NOA No 05-0705.07
Expiration Date: January 2, 2008
Approval Date: October 6, 2005
Page 1
Simonton Windows
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No 0733-8, Sheets 1 through 5 of 5, titled "002/002 Storm Breaker Plus Single
Hung and Eyebrow Windows", dated 8/20/02, with revision No.8 dated 06/23/05,
prepared by manufacturer, signed and sealed by Charles A. Pagen, P.E.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS.201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC, TAS 202-94 AAMA 1302.5-76
along with marked -up drawings and installation diagram of one O/X specimens of a
Series "002/002" Storm Breaker Plus Aluminum Single Hung Eyebrow Window,
prepared by Certified Testing Laboratories, and Test Report No. CTL -1076W, dated
February 11, 2004, signed and sealed by Ramesh Patel, P.E.
Submitted under NOA# 03-0415.06)
2. Test reports on 1) Air Infiltration Test, per SFBC, PA 202-94
2) Uniform Static Air Pressure Test, Loading per SFBC PA 202-94
3) Water Resistance Test, per SFBC, PA 202-94
4) Large Missile Impact Test per SFBC, PA 201-94
5) Cyclic Wind Pressure Loading per SFBC, PA 203-94
6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202-94
along with marked -up drawings and installation diagram of three O/X specimens of a
Series "Omega" Aluminum Single Hung Window, prepared by Fenestration Testing
Laboratory, Inc., and Test Report No. FTL-3153, dated July 12, 2001, signed and sealed
by Luis A. Figueredo, P.E.
Submitted under NOA# 03-0415.06)
3. Test reports on 1) Air Infiltration Test, per SFBC, PA 202-94
2) Uniform Static Air Pressure Test, Loading per SFBC PA 202-94
3) Water Resistance Test, per SFBC, PA 202-94
4) Large Missile Impact Test per SFBC, PA 201-94
5) Cyclic Wind Pressure Loading per SFBC, PA 203-94
6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202-94
along with marked -up drawings and installation diagram of one O/X specimen of a Series
Omega" Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory,
Inc., and Test Report No. FTL-3156, dated July 12, 2001, signed and sealed by Luis A.
Figueredo, P.E.
Submitted under NOA# 03-0415.06)
Manuel PeLProductControlE r
NOA No 05- .07
Expiration Date: January 2, 2008
Approval Date: October 6, 2005
E-1
Simonton Windows
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
4. Test reports on 1) Air Infiltration Test, per SFBC, PA 202-94
2) Uniform Static Air Pressure Test, Loading per SFBC PA 202-94
3) Water Resistance Test, per SFBC, PA 202-94
4) Large Missile Impact Test per SFBC, PA 201-94
5) Cyclic Wind Pressure Loading per SFBC, PA 203-94
6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202-94
along with marked -up drawings and installation diagram of one O/X specimen of a Series
Omega" Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory,
Inc., and Test Report No. FTL-3162, dated July 12, 2001, signed and sealed by Luis A.
Figueredo, P.E.
Submitted under NOA# 03-0415.06)
C. CALCULATIONS
1. Anchor calculations and structural analysis, dated 6/10/05, prepared, signed and sealed by
Charles A. Pagen, P.E.
Complies with ASTM E1300-98
No 1/3 stress increase used in anchors into masonry or steel substrate.
2. Anchor calculations and structural analysis, prepared by Applied Engineering Concept,
Inc., dated 04/18/02, signed and sealed by Kelvyn A. Whitfield, P.E.
Complies with ASTM E1300-98.
Submitted under NOA# 03-0415.06)
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 00-0329.03 issued to Security Impact Glass Holdings L.L.C.
for their "SAF-GLAS" dated 05/26/00, expiring on 12/16/02.
2. Notice of Acceptance No. 01-0205.02 issued to Solutia, Inc. for their "Saflex-Keepsafe
Maximum" dated 05/17/01, expiring on 02/21/06.
F. STATEMENTS
1. Statement letter of conformance, dated June 10, 2005, signed and sealed by Charles A.
Pagen, P.E.
2. Statement letter of no financial interest, dated June 10, 2005, signed and sealed by
Charles A. Pagen, P.E.
3. Notification letter dated June 27, 2005 from successor engineer to original engineer
informing of the transfer and revision of this file, signed by Charles A. Pagen, P.E.
Manuel Pere
Product Controler
NOA No 0 -07 .07
Expiration Date: January 2, 2008
Approval Date: October 6, 2005
E-2
Simonton Windows
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
4. Letter from Simonton Windows requesting that NOA #01-0904.06 currently under
Norandex Building Products be issued under the name of Simonton Windows, not dated,
and signed by Chuck Anderson.
Submitted under NOA# 03-0415.06)
5. Letter from Norandex Building Products requesting that existing NOA #01-0904.06 be
rescinded and that they will no longer manufacture such product, thus giving up all rights
to Simonton Windows.
Submitted under NOA# 03-0415.06)
6. Document of "Asset Sale and Purchase Agreement" dated December 17, 2002.
Submitted under NOA# 03-0415.06)
7. Statement letter of sale of assets of Norandex/Reynolds to Simonton Building Products,
Inc. dated March 25, 2003, signed by Mr. D.J. Schreiner, Vice President — Operations.
Submitted under NOA# 03-0415.06)
G. OTHER
1. Notice of Acceptance No. 03-0415.06, issued to Simonton Building Products for their
Series G1002/002" Aluminum Single Hung Window - Impact, approved on 08/05/04 and
expiring on 01/02/08.
2
Manue Perez,
Product Control er
NOA No 05-07
Expiration Date: January 2, 2008
Approval Date: October 6, 2005
E-3
mrvwrriyin THREE (3) FASTENER CLUSTER ---48 7 81-- 48 7 8
AT
1/ 4' MAXTYP. \ 4 1HEA MAX. TYP.
AT HEAD/SILL
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n
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0
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14 7/8" _ MAX. TMP. AT HEAD/SILL =
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50-3/8" $ [ I 2 1 2' 50-3/8"
e g Z
VENT WIDTH ^ m = o VENT WIDTH ` 3
x
m Z A, DESIGN PRESSURE RATING rn
DESIGN PRESSURE RATING
c Y// THREE (3) FASTENER CLUSTER WITH 5/16' LAMINATED
WITH 5/16" LAMINATED 1/8" H.S.
1/8" ANN.090 INNER LAYER DESIGN PRESSURE RATING (
SAF GLASS) BY SECURITY
SAFLEX KEEPSAFE MAX)
11. WITH 7/16• LAMINATED
IMPACT GLASS HOLDINGS, LLC.
BY SOLUTIA, INC.
MAX N AT HEAD/SI 3/16" ANN. .090 INNER LAYER SER LAYER 1/8" H.S.
1/8" ANN. GLASS (SAFLEX/XEEPSAFE MAX) POSITIVE 70.0 PSF
POSITIVE 46.1 PSF BY SOLUTIA, INC. A .0 PSF
NEGATIVE 48.1 PSF-
3/8•
VENT WIDTH
3/16"ANN. GLASS
NOTE: I -- -
1. THIS SINGLE HUNG GLASS WINDOW SYSTEM IS DESIGNED AND TESTED
TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE
CHAPTERS 16, 17, AND 24 FOR THE HIGH VELOCITY HURRICANE ZONE.
2. ALL EXTRUSIONS ARE ALUMINUM, 6063-T5 ALLOY, WITH A MINIMUM Fy OF
16,000 P.S.I. U.N.O.
3. BASED ON LABORATORY TEST REPORT NUMBERS
FTL-3153, FTL-3156 AND FTL-3162 FENESTRATION
TESTING LAB, INC. & CERTIFIED TESTING
LABORATORIES TEST REPORT NUMBER CTLA-1076W
4. WOOD BUCKS (BY OTHERS) MUST BE DESIGNED TO
CARRY WINDOW WIND LOAD IMPOSED ON THEM AND
MUST BE INSPECTED BY THE BUILDING OFFICLAL.
5. CONCRETE COMPRESSIVE STRENGTH a 3000 PSI
0 28 DAYS.
IMPACT REM -TAN
CHARLES A. eIGEN, P..
FL REG EN 949121
6/27/05
REV=fm
REBID
DATE
MODDIICAnONS AS PER D.C. aw to/01
REVMNS BY ]DE MOORS am 4/02
REV PER DADS ULMOn+S RAE RIE 10/02
REV MU TO SDEONTON RAE RAE 4/03
7 REV PER DADS L&r= D1TED 7/3/04 ES 7/3/04
0 DXIWAM NDRDEs OY TAPCONS L18m WL 00/28/05
fB;1:7_117Pby
f/
4 1
E
MAX. TYP.
AT HEAD/SILL
6" MAX.
TYP. AT JAMBS
TTY14 15/16' MAX.
P. AT JAMBS
5" MAX. TYP.
T AT JAMBS
PRODUCE' REVISED
u complying with We FbrWa
TYP.tAT READ/SILL
50-3/8" Df
VENT WIDTH
SINGLE HUNG EYEBROW
DESIGN PRESSURE RATING
WITH 7/16" LAMINATED
3/16" ANN. .090 INNER LAYER
SAFLEX/XEEPSAFE MAX)
BY SOLUTIA, INC.
3/18"ANN. GLASS
0SIMONTON•
W t N D o W s
Corpm oo Headgvutrn
1 Cod—Avmm
Pmorbmq WV 25415
450430th Street, West
Bmd=tm PL 34207
NTS 1 For 6
ALUMINUM IMPACT RESISTANT
ELEVATION DETAILS
O
1.192 +
062
2.744
L
fFL
FRAME JAMB FLANGE SASH STILE
6063-T5) PART#XW-1 1 (6063•T PARD MT -6
UB
L. 1.437
424
11.013
1/4'— 2 3/4' ITW OR ELCO TAPCON
WITH 1 1/4' MIN. EMBEDMENT INTO CONCRETE
SIE ELEVATIONS FOR SPACINGS.
1/4" MAX.
SHIM SPACE
1/4'— 2 3/4' TIW OR ELCO TAPCON Q
WITH 1 1/4' MIN. EMBEDMENT INTO CONCRETE
SEE ELEVATIONS FOR SPACINGS. 2 3 a
OPTIONAL
A
d a d
Q Q A 1
I
v
A66 -T
12 z mV51 p11111 39 40 8 1oo"RADrrrs
1VI T- O
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798 1—
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1 i
TYP.
050
SASH STOP
6063-T PART# XW-12
480
T -
L—n812
356—I I —
ALUM. EXTRUDED GLAZING BEAD
6063 T PART#XW-18
INTERIOR
EXTERIOR
HORIZONTAL LAYOUT
REVISIO &
AIODD`ICATIONS AS PER D.C.
REVISIONS BY JIM MOORE
REV PER DARE NIAHIII9 RAE
RZV FHT 70 SIMONTON RAE
REV PER DADE ZT= DATSO 10/23/0.9
ADDED LYZBBDW UNIT ! CdA -1076W
REV PER DADS LETTER DATED 7/8/04
MMUM NII OEM OF TAPOONS USED
1/4'— 2 3/4'ITW OR ELCO TAPCON —
WTTH 1 1/4' MIN. EMBEDMENT INTO CONCRETE
SEE ELEVATIONS FOR SPACINGS.
v.
PRODUCTREVISFU
SIMONTON*– Nm " D1 6 aic1-5/-/m
w t x o 0 w s C 1tED ATE:
C bN
B — 8 INS B/20
1 Cocbt A—
FUA AFFWD BY: DAM
PwOebao. WV 26415
CP 8 02
CHARLES A. N, P.B.
M. „r. mog emnc%
2 2 BREAKERW
FL REG •ENG• 49121 4SO43MSnm Weu ALUIEN M D&ACT RESISTANT
6/27/05 Bmd®ton,FL34207 HORIZONTAL CROSS SECTION
1/4'- 2 3/4' RW OR ELCO TAPCON
WTrH 1 1/4' MIN. EMBEDMENT INTO CONCRETE
SEE ELEVATIONS FOR SPACINGS.
N2
N
a
m •
EEWL.
a SEE HEADER
NOTES
VERTICAL CROSS SECTION
O
1~2.812—W-1062L
Typn III .
750
750 r
T
i
T
FRAME HEAD ALUK ALLOY
6063-T5) PARD XUB-2
1.882
L 77YP.
1
m
VENT TOP RAIL ALUK ALLOY
6063 -TS) PARTUM4
O- .807
786 U
145
ALUM, EXTRUDED GLAZING BEAD
60634S) PARD XM -9
PRODUCT REVISED
co®Plyisg with the Florl&
BtdNDg Code
Avsytaax No 7
B!
P4DI -
W. REVROONS;
k
1 MODIFICATIONS AS PER D.C.
2 REVISIONS BY mI MOORE
3 .REV PER DADE MARKUPS RAE
4 . REV nff TO sawNTON RAE
6 REV PICS DADS IS1TS6 DATED 1
@F7 IM PER DADS IEITER DATED 7/8/04 E8L
T s D1c>ueeim Nmt t or TAPCONS USED EM
2.1314 O
082—L854LTVP.
750 .181
2.838 '
FRAME SILL ALUM ALLOY ALUM SPRING HOOK LOCK
6063 -TS) PARD W-3 (6063 T5) PART# M-8
O O
1--
812
7
2.297
1.547
082
062 Typ•
TVP.
L411
FRAME MEETING RAIL ALUK ALLOY
606345) PARD XW-5
10 J ,807
7T51
391
ALUM EXTRUDED GLAZING BEAD
6063 -TS) PARMXW-10
CHARLES A. P(N, P.E.
FL REG ENG' 49121
s/z7/0s.
0SIMONTOY
W i N D 0 w tt
Cwpoteh He"k—hn
I Cochnma AVwm
Pm=boto, W V 26415
Meoofa wft Plmt
4504 30th Sbcct, Wen
Bndeotm, FL 34207
1 1.075 1--
VENT FVENTBOTT. RAIL ALUM. ALLOY
6063 -TS) PART#)W-7
nkTa
it —1 .807
751
L- U .
481
ALUK EXTRUDED GLAZING BEAD
60634S) PARD XIt-II'-11
DI
ALUMINUM IMPACT RESISTANT
VERTICAL CROSS SECTION
TOP FRAME CORNER INTERMEDIATE FRAME CORNER
1/8' HEAT STR. GLASS
EXTERIOR)
1/8' HEAT SIR. GLA
INTERIOR)
625 MIN GLASS E
SCHNEE MOREHEAD
3/16' ANNEALED GLASS
E(TERIOR) 090' INTER LAYER FILM
3/16- ANNFILED GLASS
SAFL.EX/KEEPSAFE MAXIMUM
LAMINATED BY SOLUTIA, INC.
625 MIN GLASS BITE
DOW CORNING 1199 -
7/16" OVERALL LAMINATED
GLAZING DETAIL
LARGE MISSILE
i pj= orlon roan
GLASS LAMINATED
SECURITY IMPACT GLASS
5/16" OVERALL LAMINATED
GLAZING DETAIL
LARGE MISSILE
1/8' ANNEALED GLASS
EXTERIOR) —
1/8' ANNEALED GLASS
625 MIN GLASS BITE
DOW CORNING 11
CHARLES A. P qEN, P.E.
FL REG ENG 49121
6/27/05
REYBWN9:
MODDRCATIONS AS PSR D. C.
lISVffiONS BY JIM MOORE
REV PSR DADE MkMF3 RAE
REV FW 70 SOWNTON RAE
RU PER DADE LETfZ DA7EO 10/29/09
MD)ED EYERRDW DMI h CTL -1070T
UV PER DADS UTTER DAM 7/0/04
BOTTOM FRAME CORNER
090' INTER LAYER FILM
SULEX/KEEPSAFE MAXIMUM
LAMINATED BY SOU^ INC.
5/16" OVERALL LAMINATED "u6`FIOf+
GLAZING DETAIL
LARGE MISSHE
Fnd et Ca
SIMONTON' sc"kNM 1 Df 6 nat DI
W!•
Cts 8WIND0
Cogw-Rradq--
B 0- B — i
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1 Cmbo=c,A— CP I
l=.bo o,WV264I5 2 2 RM BREAKER L
r &ND EYEBROW WIN
4504 90th Sorel, Wm ALUIMMU IMPACT RESISTANT
H18d°Woo•FL#M7 CORNER SECTION DETAIIS
BOTTOM VENT CORNER
TOP VENT CORNER
EYEBROW ONLY
EYEBROW ONLY
EYEBROW ONLY
PRODUCT REVISED
mm pblug with the Fiarkla
A=pt==No D7
Exp4rtls DNe
r
8
By
AMeai P1oi tt
EEVDUDN
MODIFICATIONS AS PER D.C.
REVffiDNS BY 7D[ MDORE
BEV PER DADE MLIMIM RAE
REV FMT TO SDBINfON RAE
tYV PER DADE 18TIEB DATED 10/23/
WDED EYBDYOR UNIT & CTEA-10761F
DEV PER DADE IETTER DATED 7/3/0
µ :SMI PART NQ I DESCRIPTION I QTY. I
VENDOR
DAM 39 5731 SILICONE ( OY1'loNAL) es a1;Ii1YNn MUr nr;
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OCCUPANCY: RESIDENTIAL
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03 D PR 3'-0" 6'-9" 1-3/4" WOOD PTD. WOOD PTD. DOOR USED AS WINDOW/ VENTILATION
04 E PR 2'-6" 8'-0" 1-3/4" WOOD PTD. WOOD PTD.
05 C PR 2'-6" 6'-8" 1-3/4" WOOD PTD. WOOD PTD,
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07 C 3'-0" 6'-8" 1-3/4" WOOD PTD. WOOD PTD. DOOR USED AS WINDOW/ VENTILATION
08 B 1'-6" 6'-8" 1-3/4" WOOD PTD. WOOD PTD. DOOR USED AS WINDOW/ VENTILATION
09 C PR 2'-0" 6'-8" 1-3/4" WOOD PTD. WOOD PTD. DOOR USED AS WINDOW/ VENTILATION
10 B 1'-6" 6'-8" 1-3/4" WOOD PTD. WOOD PTD. DOOR USED AS WINDOW/ VENTILATION
11 C 3'-0" 6'-8" 1-3/4" WOOD PTD. WOOD PTD. DOOR USED AS WINDOW/ VENTILATION
12 A 3'-0" 6'-9" 1-3/4" WOOD PTD. WOOD PTD.
13 A 3'-0" 6'-8" 1-3/4" WOOD PTD. WOOD PTD.
14 C 6'-2" 1'-3" GLASS CLR WOOD PTD. TRANSOM / FIXED GLASS
15 B 1'-3" 0'-4.5" GLASS CLR WOOD PTD. TRANSOM / FIXED GLASS
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DOOR TYPES
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WRITTEN INSTRUCTIONS.
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EXT_
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RUBBER WEATHER SEAL
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WRITTEN INSTRUCTIONS.
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X JAMB
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ON PAPER BACKED
METAL LATH OVER 3/4"
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A3A SCALE: 3/4"= V-0"
INSWING DOOR
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XISTING 2X8 HEADER
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EXT.
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RUBBER WEATHER SEAL
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GRADE. ATTACHED TO
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General Notes Drawing for Milestone Series 1000, 1500, 2000 and 3000 Non -Impact Resistant Aluminum Window and
Patio Sliding Glass Door Installation Details
These notes are provided to ensure proper installation of Florida Extruders Milestone Non -Impact Resistant Aluminum Fenestration
Products and must be followed fully. This General Notes drawing shall be used in tandem with the product specific installation drawing.
A) General Assembly Installation Instructions
1) SHIMMING:
a. FLANGE FRAME WINDOWS - Shim as required at each installation fastener with load
bearing shim. The maximum allowable shim stack to be 1/4".
b. FIN FRAME WINDOWS — Shim as required at each installation fastener with load bearing
shim. The maximum allowable shim stack to be 1/4'. Apply a bead of Vulkem 116
adhesive sealant or approved equal at the fastener location prior to inserting the shim to
adhere the shim to the substrate and/or window frame. Full bearing between the shim,
substrate and window frame are required.
1. In the case where the nailing option is employed with finned windows, shims can
be limited to the location spacing where wood screws are required. It is not
Imperative that the shim be coincident with the nail.
c. SLIDING GLASS DOORS - Shim as required at each installation fastener with load bearing
shim. The maximum allowable shim stack to be 1/4'. Load bearing shim at sill must be
pressure treated wood or plastic and must be completely encapsulated In sealant or set
In wet concrete.
2) SEALING BETWEEN FENESTRATION PRODUCT AND SUBSTRATE & SGD SEAM SEALANT (See
Disclaimer Statement above):
a. GENERAL —SEALANT TYPE (not applicable when a specific brand or type Is required)
1. Sealant type shall be chosen based on the sealant manufacturer's
recommendation as it relates to materials to be sealed, environmental conditions
and intended use.
b. WINDOWS— FLANGE FRAME
1. Adhesive Seal — REQUIRED
1. Use Vulkem 116 adhesive sealant or approved equal between window's
integral mounting fin and pre -cast concrete sill (or other sill construction)
along full length of sill.
2. Application of Vulkem 116 adhesive sealant or approved equal must
comply with sealant manufacturer's recommendations.
Ii. Sealant — RECOMMENDED (see Disclaimer)
1. Use sealant behind window flange at head and jambs.
2, Use sealant for perimeter seal around exterior of flange window
mounting fin and to seal heads of installation fasteners.
c. WINDOWS— FIN FRAME
I. Adhesive Seal — NOT REQUIRED
IL Sealant— RECOMMENDED (see Disclaimer)
1. Use sealant behind window flange at head, sill and jambs.
2. Use sealant for perimeter seal around exterior of flange window
mounting fin and to seal heads of installation fasteners.
d. SLIDING GLASS DOORS
I. Adhesive Seal — NOT REQUIRED
Ii. Mechanically Fastened Corners — REQUIRED
1. Sliding Glass Doors received In "Knocked -Dawned" condition shall have
jamb and sill corners sealed with a small joint seam sealant.
iii. Sealant— RECOMMENDED (see Disclaimer)
1. Use sealant behind door flange at head & jambs and behind hook strip.
2. Liberally apply sealant under sill or set sill in bed of wet concrete. Seal
between back corner of sill riser and concrete. Seal all fastener holes
prior to installing fastener and around head after installation.
3. Use sealant for perimeter seal around exterior of door and between hook
strip & buck for pocket doors and to seal heads of installation fasteners.
3) MATERIALS:
a. Window and sliding glass door frame material is Aluminum Alloy 6063 T6 and 6005 T5.
b. Concrete Screws shall meet the minimum requirements of Note 7.
c. Wood Screws shall meet the requirements of Note 6.
d. Tapping (i.e., Sheet Metal) Screws when used in lieu of Wood Screws shall meet the
requirements of Note 8.
e. Nails shall meet the requirements of Note 9.
f. Corrosive Resistance Coatings for Installation fasteners shall meet the requirements of
Note S.
g. Concrete block or concrete masonry units (CMU) shall meet the requirements of ASTM
C90.
h. Concrete shall meet the minimum requirements of the Florida Building Code (minimum
compressive strength of 2500 psi).
4) BUCKING:
a. One by (1x) wood bucking:
i. Applies to all non-structural bucks less than 1 1/2" thickness. Not intended to
limit to nominal one by wood buck only.
ii. One by wood bucking (when used) shall be designed and anchored to properly
transfer all loads to the structure. Buck design and installation is the
responsibility of the architect or engineer of record.
b. Two by (2x) wood bucking or framing:
i. Applies to all structural wood bucks and/or framing at the head, jamb or sill
equal to and greater than 1 1/2" thickness.
it. Two by wood bucking (when used) shall be designed and anchored to properly
transfer all loads to the structure. Buck design and installation is the
responsibility of the architect or engineer of record.
B) General Fastener Installation Instructions
5) All installation fasteners must be made of corrosion resistant materials or have a
corrosion resistant coating applied suitable for the environment and/or framing
material. Where fasteners are used in pressure -preservative treated wood, the wood
supplier shall be consulted for recommendation of fasteners compatible with the
pressure -preservative treatment process used.
6) All field supplied holes in the frame (if required) will be as follows.
a. 5/32" diameter for all #8 wood or tapping screws.
b. 3/16" diameter for all #10 wood or tapping screws and 3/16" diameter
concrete screws.
c. No. 29 size drill bit for 0.131" shank diameter nails.
d. No. 33 size drill bit for 0.113" shank diameter nails.
7) Concrete Screws (for attachment to masonry or concrete substrate.)
a. Shall be "Flat" head unless otherwise indicated.
b. Shall have a minimum nominal diameter of 3/16" unless otherwise noted.
c. Shall have a minimum embedment of 1 '/," into the concrete, masonry or
concrete block or masonry unit (CMU) receiving the point unless otherwise noted.
d. Shall have an allowable working load in shear as noted on the "Parts List" on the
product specific installation drawing.
1. Working load is defined as the ultimate load determined by test divided by 4
as determined and published by the concrete screw's manufacturer.
ii. If the allowable shear load exceeds the above minimum, required number of
fasteners shown on the installation drawings CANNOT be decreased.
iii. If the allowable shear load is less than the above minimum, additional site
engineering analysis meeting the building code and acceptable to the
Authority Having Jurisdiction (AHJ) WILL BE required.
e. Concrete screws shall be of sufficient length so that the minimum embedment
into the receiving substrate (member receiving the point) is met.
f. Minimum Edge Distance of concrete screw fasteners shall be 2'/," from the edge
of the substrate for a 3/16" diameter concrete screw.
DISCLAIMER:
The purpose of this installation
drawing is to present the
manufacturer's recommendations to
achieve the design pressure specified
on the fenestration product as
required by the current addition of the
Florida Building Code.
Recommendations regarding
flashing, sealing, sealants or other
joint sealant practices are not within
the purview of this installation
drawing and do not constitute a
warranty either expressed or implied.
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Date: 1/9/07
Scale: NTS
Drawn By: RIA
Checked By: IH
Robert 3. Amoruso, P.E.
FL License No. 49752
PTC, LLC, Inc.
1535 N. Cogswell SL, Ste. C25
Rockledge, FL 32955
FBPE C of A No. 25935
Drawing No. FLEX20100
Sheet 1 of 2
General Notes Drawing for Milestone Series 1000, 1500, 2000 and 3000 Non -Impact Resistant Aluminum Window and
Patio Sliding Glass Door Installation Details
8) Wood Screws and Tapping (Sheet Metal) Screws (for installation of window or door frame In wood buck
or wood framing substrate)
a. Wood Screws & Tapping Screw shall be "Fiat" head when used with flange frame windows.
b. Wood Screws & Tapping Screw shall be "Pan" head when used with fin frame windows.
c. Wood Screws shall meet ANSI 818.6.1 dimensional requirements.
d. Tapping Screws shall meet ANSI B18.6.4 dimensional requirements.
e. Diameter and embedment shall be as indicated on the installation drawing.
f. If wood tends to split, pre -bore holes as follows (National Design Specification for Wood
Construction).
I. No. 8 wood screw —1/8" diameter pilot hole.
ii. No. 10 wood screw - 9/64" diameter pilot hole.
g. Wood Screws & Tapping Screw shall be of sufficient length so that the minimum embedment
into the receiving substrate (member receiving the,point) is•met,
h. Wood Screws & Tapping Screw shall not be used for fastening into the end grain of wood.
I. Wood Screw & Tapping Screw allowable lateral and,withdrawal loads used to generate
fastening requirements are based on a specific gravity of 0.42 for spruce -pine -fir (SPF) unless
otherwise noted.
j. Wood Screws w/Plastic Inserts- (Sliding Glass Door Sill Installation'ONLY). Factory applied
installation fastener holes in the sill not used for concrete screw installation shall be anchored
with plastic:anchors and wood screws meeting the following requirements.
I. No. 10 Wood Screws where used:
1. shall be of sufficient length to provide min.1 in., embedment into the concrete
or masonry.
2. Anchors shall be of a type similar tothose depicted below with allowable shear
loads greater than or equal to 297 lbs ultimate and 74 Itis working (ultimate/4).
ii, No. 8 Wood Screws where used:
1. shall be of sufficient length to provide min. 7/8 in. embedment into the
concrete or masonry.
2. Anthors shall be of a type similar to those depicted below with allowable shear
loads greater,than or equal to 246 lbs ultimate and 61 lbs working (ultimate/4),
Hutted PlasticAnchor Plastic Plug
9) Nails (for installation of window or door frame in wood buck or framing substrate)
a. Nails shall meet the minimum requirements of the product specific installation drawings for the
following characteristics.
I. Shank Diameter
ii. .Head Diameter
1, Round Head Only for window installation.
2. As specified on the -product specifi0ristallation drawing for One By Bucking
installation if applicable.
b. Nails shall meet the dimensional requirements of ASTM F1667, "Standard Specification of
Driven Fasteners: Nails, Spikes and Staples."
c. Nails listed in one of the following Evaluation Reports (ICC -ES, see www.iccsafe.org)) are
preferred. However, if the minimum shank and,head diameters are maintained, this is not
mandatory.
1. NER 272
Ii. ESR -1539
Ili. Nail manufacturer's published Evaluation Report.
d. Nails shall not be used for fastening into the end grain of wood.
e. Nail allowable lateral and withdrawal loads used to generate fastening requirements are based
on a specific gravity of 0.50 for spruce -pine -fir (SPF) unless otherwise noted.
f. If wood tends to.split, pre -bore holes as follows (National Design Specification for Wood
Construction).
1. '0.113" dia. nails - #44 drill size pilot hole.
ii. Other nail diameter pilot holes not exceeding 75% of the nail's diameter as required.
Q Fenestration Assembly Design Pressure Ratings & FBC Code Compliance
10) The buyer shall order windows and patio doors that will meet the project's specific requirements based
on the builder's information, Milestone product specifications, the Florida Building Code, and the codes
or code amendments administered by local building departments. To assure compliance with the
building code, the buyer must know the structural requirements with, regards, to positive and negative
design pressures, water requirements, and egress. Documentation provided by Florida Extrudes for its
Milestone brand fenestration products Includes certification reports and installation details.
11) The Milestone Series 1000, 1500, 2000 and 3000 Non -Impact Resistant Aluminum Window and
Patio Sliding Glass Doors installation instructions comply with the appropriate sections of the
Florida Building Code (FBC).
12) Milestone Series 1000, 1500, 2000 and 3000 Non -Impact Resistant Aluminum Windows and Patio
Sliding Glass Doors are tested and labeled in accordance with the appropriate sections of the
Florida Building Code (FBC).
13) Overall Performance Rating for fenestration assembly is shown on the permanent certification
label as required by the Florida Building Code (FBC).
14) The windows shall not be installed in areas where the applied transverse wind loads exceed the
allowable design pressure based on Note 13 above.
15) Limitations of Use
a. The windows shall be installed in accordance with the Manufacturer's Installation
Drawings.
b. Fastener Size, Type and Spacing are determined by the type of construction per the
Manufacturer's Installation Drawings.
c. The windows and patio doors shall not be installed in areas where the applied transverse
wind loads exceed the allowable design pressure based on Note 13 above.
d. MILESTONE Series 1000, 1500, 2000 and 3000 Non -Impact Resistant Aluminum
Windows and Patio Sliding Glass Doors have not been evaluated for use in High Velocity
Hurricane Zones (Broward and Dade Counties) or in Wind -Borne Debris Regions as
defined in the Florida Building Code and shall not be used in the HVHZ.
e. MILESTONE Series 1000, 1500, 2000 and 3000 Non -Impact Resistant Aluminum
Windows and Patio Sliding Glass Doors may be used in Wind -Borne Debris Regions as
defined in the Florida Building Code that lie outside the High Velocity Hurricane Zones
Broward and Dade counties) if a Florida Building Code approved shutter assembly is
employed to protect the window.
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Date: 1/9/07
Scale: NTS
Drawn By: RIA
Checked By: IH
Robert J. Amonrso, P.E.
FL License No. 49752
PTC, LLC, Inc.
1535 N. Cogswell St, Ste. C25
Rockledge, FL 32955
FBPE C of A No. 25935
Drawing No. FLEX20100
Sheet 2 of 2
10ne By Wood
Buck:Others
Note 4.0
Seal Between
Window Flange
Wood Buck
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Stucco
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Perimeter
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Others
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2,b,11)
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Others
Note 2,a
2.b.ID
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Note 2,16.1)
GENERAL NOTES
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PARTS LIST
VIEWED FROM
EXTERIOR
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ELEVATION
1 Head - Flange Frame
2 Sill - Flange Frame
3 Jamb - Flange Frame
4 Lift Rail - Sash
5 Jamb - Sash
6 Glazing Bead
7 Glazing - See Note (B) and (C)
8 3/16" Dia. Flat Head Concrete Screw
with minimum working load in shear of
180 lbs at 1 1/4" embedment. See Note
1) on Sheet 2 & Note 7 on Drawing
FLEX20100.
9 #10 Flate Head Wood or Tapping Screw
with a minimum embedment of 1-3/8"
into "Structural Two By Buck or
Framing". See Note (L) on Sheet 2 and
Note 8 on Drawing FLEX20100.
10 #8 Flat Head Wood or TaDDino Screw
with a minimum embedment of 5/8"
into the "One By Wood Buck". See
Note (K) on Sheet 2 and Note 8 on
Drawing FLEX20100.
B.W.
Buck Width)
One By Wood
Buck Others
Note 4.a)
Shim As Req'd
Note La)
J
J Seal Between —p
Window Flange
Wood Buck
Note 2.a & 2,b,11)
F.W,
Frame Width)
Stucco By Others
Concrete Or SECTION 0-1:3
Masonry Opening
By Others
v.
a,
1-:
Min,
1-1/4' Min,
Embedment
8 0, D
a
0
v
E Anchor
a
4
a a
Meeting
Rall.
Seal between window Precast Slll by others,
flange & precast sill Configurations may vary,
w/Vulkem 116 adhesive
sealant or approved equal, SECTION A -A
Note 2,16.1)
GENERAL NOTES
W:H, F
I A ---
a]
C I
A
PARTS LIST
VIEWED FROM
EXTERIOR
E
t
K B
G
ELEVATION
1 Head - Flange Frame
2 Sill - Flange Frame
3 Jamb - Flange Frame
4 Lift Rail - Sash
5 Jamb - Sash
6 Glazing Bead
7 Glazing - See Note (B) and (C)
8 3/16" Dia. Flat Head Concrete Screw
with minimum working load in shear of
180 lbs at 1 1/4" embedment. See Note
1) on Sheet 2 & Note 7 on Drawing
FLEX20100.
9 #10 Flate Head Wood or Tapping Screw
with a minimum embedment of 1-3/8"
into "Structural Two By Buck or
Framing". See Note (L) on Sheet 2 and
Note 8 on Drawing FLEX20100.
10 #8 Flat Head Wood or TaDDino Screw
with a minimum embedment of 5/8"
into the "One By Wood Buck". See
Note (K) on Sheet 2 and Note 8 on
Drawing FLEX20100.
B.W.
Buck Width)
One By Wood
Buck Others
Note 4.a)
Shim As Req'd
Note La)
J
J Seal Between —p
Window Flange
Wood Buck
Note 2.a & 2,b,11)
F.W,
Frame Width)
Stucco By Others
Concrete Or SECTION 0-1:3
Masonry Opening
By Others
v.
a,
1-:
Min,
1-1/4' Min,
Embedment
8 0, D
a
0
v
E Anchor
4 Location
Above
Meeting
Rall.
O
erlmeter
Seal By
Others
Note 2,a
Anchor -
Locatlon
Below
Meeting
Rall.
Seal Between
Wood Buck
Mas'y, Opening
By Others
Note 2,a & 2.b.11)
Concrete Or __J
Masonry Opening
By Others
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U)
PTIONAL) (Note 4,01,2 & M) I
M
SECTION A—A (ALTERNATE) Shown. Also Date: 3/02/07
applicable to Section B—B for installation with two scale: NTS
by with or bw/oY wood bucks. one
Drawn By: RIA
Checked By: JH
1 to 15) See General Notes Drawing FLEX20100, Sheet 1 & 2.
A) Milestone Series 1000 Single Hung Aluminum Window is shown. Also applicable to Milestone Series 1500 and 2000 Single Hung Aluminum Windows.
B) Drawing applicable to Non -Impact Resistant glazed windows.
C) Production Glazing may differ from that tested as allowed by ANSI/AAMA/NWWDA 101/I.S. 2, 101/I.S. 2/NAFS or AAMA/WDMA/CSA 101/I.S. 2/A440 and applicable Building Code. See Note 12
and 13 on Drawing FLEX 20100 for further details.
D) For Fastener Location & Quantities see Sheet 2 of this drawing. See Note (H) regarding deviations.
E) Concrete screw edge distance measured from edge of concrete/masonry/block to centerline of concrete screw must meet or exceed 2 1/4". Minimum size and embedment per Parts List. See
Note (H) regarding deviations.
F) Wood screw edge distance measured from edge of wood to centerline of wood or tapping screw must meet or exceed 1". Minimum size and embedment per Parts List. See Note (H) regarding
deviations.
G) Not used.
H) Any deviation less than the minimum requirements stated must be approved by the manufacturer or engineered by "other" Design Professional in accordance with the applicable Building Code
and Product Approval.
DISCLAIMER:
The purpose of this installation
drawing is to present the
manufacturer's recommendations to
achieve the design pressure specified
on the fenestration product as
required by the current addition of the
Florida Building Code.
Recommendations regarding
flashing, sealing, sealants or other
joint sealant practices are not within
the purview of this installation
drawing and do not constitute a
warranty either expressed or implied.
Robert 3. Amoruso, F.E.
FL License No. 49752
PTC, LLC, Inc.
1535 N. Cogswell St, Ste. C25
Rockledge, FL 32955
FBPE C of A No. 25935
Drawing No. FLEX21110
Sheet 1 of 2
I I
FASTENER LOCATION TABLE (see Elevation View) FASTENER INSTALLATION INSTRUCTIONS - FLEX21110
3/16" DIA. CONCRETE SCREW WITH NON-STRUCTURAL ONE BY WOOD BUCK:
I) Where window is installed in an opening with a non-structural one by wood buck for the head and jambs and masonry or concrete
sill, installation is as follows: ?v
At the head and jambs, use a 3/16" diameter concrete screw of sufficient length to achieve minimum embedment of 1-1/4"
into masonry or concretes. See "Parts List" on Sheet 1 of this drawing for concrete screw size, embedment and load
requirements. See FLD(20100, Note 7 for additional concrete screw requirements.
At the sill, apply a Structural Adhesive Sealant meeting the requirements of Note 2.b.i on FLEX20100 for the full length of
the Sil.
3) See fastener location table this sheet for concrete screw locations and any additional installation requirements.
K) Any remaining factory applied installation fastener hole in the head at location "B" not used for concrete screw installation per the
fastener location table shall be filled with a #8 wood screws of sufficient length to provide min. 5/8" embedment into wood buck. See
Parts List" on Sheet 1 of this drawing for wood screw size and embedment requirements. See FLEX20100, Note 8 for additional wood
screw requirements.
10 WOOD SCREW WITH STRUCTURAL TWO BY WOOD BUCK AND OPTIONAL ONE BY WOOD BUCK (SECTION A -A
ALTERNATE ILLUSTRATES THIS OPTION, SIMILAR FOR SECTION B -B):
L) Where window is installed in an opening with a structural two by wood buck for the head and jambs and a masonry or concrete
sill, installation is as follows:
At the head and jambs, use #10 wood screws of sufficient length to achieve 1-3/8" min. embedment into the two by wood
buck. See "Parts List" on Sheet 1 of this drawing for wood screw size and embedment. See FLEX20100, Note 8 for additional
wood screw requirements.
At the sill, apply a Structural Adhesive Sealant meeting the requirements of Note 2.b.i on FLEX20100 for the full length of
the Sil.
M) If a two by and one by wood buck are used together (See Section A -A Alternate, similar for Section B -B), then #10 wood screws
of sufficient length to achieve 1-3/8" min. embedment into the two by wood buck will be used and the one by wood buck will be
secured to the two by wood buck as required in Note 4.a.ii.2 on drawing FLEX20100.
N) #10 wood screws shall be installed at all factory applied installation fastener hole locations.
0) Wood screws shall not be used to fasten assembly into the end grain of wood.
VIEWED FROM EXTERIOR
FASTENER LOCATIONS)
AF.W.
B
D E
J K
F.H.
F G
H
ELEVATION
DESIGN PRESSURE RATING & FBC CODE COMPLIANCE
P) If exact window size is not listed in fastener installation table, use fastener
quantity listed for next larger size.
Q) Installations depicted in these instructions acceptable for design pressures
to 70 PSF for the window sizes shown in the table. Design Pressures (D.P.) are
positive and negative. Overall window assembly design pressure may be less
than that shown in the fastener location table and shall be determined in
accordance with Note 13 of FLEX20100.
R) Production Glazing may differ from that tested as allowed by
ANSI/AAMA/NWWDA 101/I.S. 2, 101/I.S. 2/NAFS or
AAMA/WDMA/CSA 101/I.S. 2/A440 and applicable Building Code.
See Note 12 and 13 on Drawing FLEX 20100 for further details.
S) Two by wood buck and/or framing at the head and jambs to be
securely fastened to transfer the load to the masonry, concrete or
other structural substrate per the FBC and the engineer of record's
details as applicable.
T) See FLEX20100, Notes 10 to 15 for additional FBC Code
Compliance.
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Date: 3/02/07
Scale: NTS
Drawn By: RIA
Checked By: JH
Robert 3. Amoruso, P.E.
FL License No. 49752
PTC, LLC, Inc.
1535 N. Cogswell St, Ste. C25
Rockledge, FL 32955
FBPE C of A No. 25935
Drawing No. FLEX21110
Sheet 2 of 2
Two By Wood
One By Wood Framing by Others
Buck By Others (Notes 4.10 and )
Notes 4.a.11.2) Seal Between
Seal Between One By Buck &
Window Flange Two By Framing
Wood Buck By Others
Note 2.a & 2.b.ID (Note 2.a & 2.b.11)
Stucco
By Others IL
Perimeter
Seal
By Others
Note 2.a
2.b.ID
Frame
Height
F.H.)
Seal Between Window
Flange & Wood Buck
W/Vulkem 116 Adhesive
Sealant, Or Aprv'd. Eql.
Note 2,b.1)
Perimeter
Seal
By Others
Note 2.a & 2.b.I1)
Two By Wood
Framing by Others
Note 4.10 and )
Sill Pan Flashing
Recommended
1-3/8' Min.
Embedment
1/4' Max.
8 Shim Space
Shirr As Req'd
Note 1,a)
Buck
Heigh-
B.H.)
Shim As Req'd
Note 1.0
1/4' Max.
Shim Space
1-3/8' MIN.
EMBEDMENT
One By Wood Buck
By Others (Buck must
be structurally attached
to the Two By Wood
Framing. (Note 4.01.1 & L)
I Seal Between
UJ One By Buck &
Two by Framing
W/Vulkem 116 Adhesive
Sealant, Or Approved Equal
Note 2.1o.1)
SECTION A -A
GENERAL NOTES
1 to 15) See General Notes Drawing FLEX20100, Sheet 1 & 2.
A) Milestone Series 1000 Single Hung Aluminum Window is
shown. Also applicable to Milestone Series 1500 and 2000
Single Hung Aluminum Windows.
B) Drawing applicable to Non -Impact Resistant glazed windows.
C) Production Glazing may differ from that tested as allowed by
ANSI/AAMA/NWWDA 101/I.S. 2, 101/I.S. 2/NAFS or
AAMA/WDMA/CSA 101/I.S. 2/A440 and applicable Building Code.
See Note 12 and 13 on Drawing FLEX 20100 for further details.
D) For Fastener Installation Requirements, see notes H thru L
of this drawing. See Note (F) regarding deviations.
E) Wood or tapping screw edge distance measured from edge
of wood to centerline of wood or tapping screw must meet or
exceed 1". Minimum size and embedment per Parts List. See
Note (F) regarding deviations.
F) Any deviation less than the minimum requirements stated
must be approved by the manufacturer or engineered by "other"
Design Professional In accordance with the applicable Building
Code and Product Approval.
G) Not Used.
H) #10 wood screws of sufficient length to achieve 1-3/8" min.
embedment into the structural framing components at the head
and jambs as follows:
a) frame on one by wood buck attached to structural two by
wood framing (shown) per Note 4.a.11.2,
b) frame on two by wood buck structurally attached to
structural two by wood framing (not shown) per Note 4.b.11,
c) frame on structural two by wood framing (not shown).
I) #10 wood screws shall be installed at all factory applied
Installation fastener hole locations in the frame.
3) Wood screws shall not be used to fasten assembly Into the
end grain of wood.
K) Frame sill will be sealed with Vulkem 116 or approved equal
in accordance with Note 2.b.i.
L) One by wood buck at sill must be structurally attached to the
two by wood framing as follows. Install a minimum of four(4)
10 wood screws of sufficient length to achieve 1-3/8" min.
embedment into the structural framing components at a location
4-1/2" (+/- 1") from each end of the window sill's frame and at
two (2) locations evenly spaced (+/-1") between the end
fasteners along the window sill's width.
DESIGN PRESSURE RATING & FBC CODE COMPLIANCE
M) Installations depicted in these Instructions acceptable for
design pressures to 70 PSF for the window sizes shown In the
table on FLEX21110. Design Pressures (D.P.) are positive and
negative. Overall window assembly design pressure may be less
than 70 PSF and shall be determined In accordance with Note 13
of FLEX20100.
N) Production Glazing may differ from that tested as allowed by
ANSI/AAMA/NWWDA 101/I.S. 2, 101/I.S. 2/NAFS or
AAMA/WDMA/CSA 101/I.S. 2/A440 and applicable Building Code.
See Note 12 and 13 on Drawing FLEX 20100 for further details as
applicable.
0) Structural two by wood buck and/or framing at the head, sill
and jambs to be securely fastened to transfer the load to the
masonry, concrete or other structural substrate per the FBC and
the engineer of record's details as applicable.
P) See FLEX20100, Notes 10 to 15 for additional FBC Code
Compliance.
Buck Width
B.W.)
One . By Wood
Buck by Others
NOTE 4.a.11.2)
Shirr As Req'd (Note 1.0
SECTION B -B
Seal Between
Window Flange
Wood Buck
Note 2.a & 2.1o.I1) (Note i
F.W.)—
DISCLAIMER: Frame Width
The purpose of this installation
drawing is to present the
manufacturer's recommendations to
achieve the design pressure specified
on the fenestration product as
required by the current addition of the
Florida Building Code.
Recommendations regarding
flashing, sealing, sealants or other
joint sealant practices are not within
the purview of this installation
drawing and do not constitute a
warranty either expressed or implied.
D
J B
W.H. F
H
ELEVATION A
Perimeter
Seal
ly Others
a & 2Zli)
Stucco
By Others
Below
Meetli
Rall.
Seal Between
One By Buck & _
Two By Framing
By Others
Note 2.a & 2.1o.I1)
PARTS LIST
1
2
3
4
5
6
7
8
VIEWED
FROM
EXTERI R
E --
t
K B
G
Two By
Wood
Framing
by Others
Note 4.10 and )
Head - Flange Frame
Sill - Flange Frame
Jamb - Flange Frame
Lift Rail - Sash
Jamb - Sash
Glazing Bead
Glazing - See Note (B) and (C)
10 Flat Head Wood or TaDDina Screw
with a minimum embedment of 1-3/8"
into "Structural Two By Buck or
Framing" . See Note (0) on this
drawing and Note 8 on Drawing
FLEX20100.
To be used for
installations up to
70 PSF Design
Pressure using #10
Wood Screws in all
factory supplied
installation holes in
the frame (Locations
A thru K as
applicable). Sill to be
secured as shown.
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Date: 11/14/06
Scale: NTS
Drawn By: RIA
Checked By: 1H
Robert 3. Amoruso, P.E.
FL License No. 49752
PTC, LLC, Inc.
1535 N. Cogswell St, Ste. C25
Rockledge, FL 32955
FBPE C of A No. 25935
Drawing No. FLEX21111
Sheet 1 of 1
1-3/8' Min.
Embedment
d
C1a
f to
A chor
SL catlon
to Ab ve
Below
Meetli
Rall.
Seal Between
One By Buck & _
Two By Framing
By Others
Note 2.a & 2.1o.I1)
PARTS LIST
1
2
3
4
5
6
7
8
VIEWED
FROM
EXTERI R
E --
t
K B
G
Two By
Wood
Framing
by Others
Note 4.10 and )
Head - Flange Frame
Sill - Flange Frame
Jamb - Flange Frame
Lift Rail - Sash
Jamb - Sash
Glazing Bead
Glazing - See Note (B) and (C)
10 Flat Head Wood or TaDDina Screw
with a minimum embedment of 1-3/8"
into "Structural Two By Buck or
Framing" . See Note (0) on this
drawing and Note 8 on Drawing
FLEX20100.
To be used for
installations up to
70 PSF Design
Pressure using #10
Wood Screws in all
factory supplied
installation holes in
the frame (Locations
A thru K as
applicable). Sill to be
secured as shown.
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Date: 11/14/06
Scale: NTS
Drawn By: RIA
Checked By: 1H
Robert 3. Amoruso, P.E.
FL License No. 49752
PTC, LLC, Inc.
1535 N. Cogswell St, Ste. C25
Rockledge, FL 32955
FBPE C of A No. 25935
Drawing No. FLEX21111
Sheet 1 of 1
V MIN. EMBEDMENT -,,--
FRAME WIDTH (F,W,) 1/4' MAX,
Wood Screw)
BUCK WIDTH (B.W,) SHIM SPACE
SEAL BETWEEN SHEATHING TWO BY WOOD SHIM AS REQ'D,
TWO W D
WINDOW FIN & BY OTHERS BY OTHERS (Note 1.b(N
BY OTHH ERS
Note 4,b)
SHEATHING (Note 4,10
Note 2,a & 2.c,ll) 5SHIMASREQ'D,
9 8 (Note l,b) 6
1' MIN, EMBEDMENT
STUCCO – (
Wood Screw)
BY OTHERS
1 7
1/4' MAX. J SHEATHING
SHIM SPACE BY OTHERS
PERIMETER
SEAL SEAL BETWEEN
BY OTHERSO WIND W FIN
Note 2,a & 2,c.11) 1
PERIMETER 9 8 &
SHEATHING
SEAL (Note 2.a & 2,c,11)
6
BY OTHERS
Note 2,a & 2.c,11) STUCCO BY OTHERS
SECTION B -B
Centerllne oP
Fastener" Ref.
I
I
DETAIL A
Dimpled Area on
Attachment
Attachment Fin
Fin
Wood Screw or Nail Head must be
in full contact with Attachment Fin.
Centerline of fastener shall be
approximately 9/32" from edge of
Attachment Fin.
DISCLAIMER:
The purpose of this installation drawing is to present the manufacturer's
recommendations to achieve the design pressure specified on the
fenestration product as required by the current addition of the Florida
Building Code. Recommendations regarding flashing, sealing, sealants or
other joint sealant practices are not within the purview of this installation
drawing and do not constitute a warranty either expressed or implied.
FASTENER INSTALLATION INSTRUCTIONS - FLEX21120
8 WOOD SCREWS:
In See sheet 2 for #8 Wood Screw installation fastener chart.
L) #8 Wood Screw must be of sufficient length to achieve minimum
embedment of 1" into the two by wood framing.
M) See Detail "A" for approximate location of the wood screw on the
attachment fin.
N) Wood screws shall not be used to fasten assembly into end grain of
wood.
NAILS:
PARTS LIST
1 Head - FinFrame
2 Sill - Fin Frame
3 Jamb - Fin Frame
4 Lift Rail - Sash
5 Jamb - Sash
6 Glazing Bead
7 Glazing - See Note (B) and (C)
8 #8 Pan Head Wood or TaDoina Screw
with a minimum embedment of 1" into
the structural wood substrate. See Note
K) & Detail A on this drawing and Note
4.b & 8 on Drawing FLEX20100.
9 Round Head Deformed Shank Nail
with minimum 0.113" diameter (11 GA)
and minimum embedment of 1-7/8" into
the structural wood substrate. See Note
0) and Detail A on this drawing and
0) Nails shall meet the following requirements: Notes 4.b & 9 on Drawing FLEX20100.
0.113" diameter or greater,
sufficient length to achieve minimum embedment of 17/8" into the two by wood framing
generally, nail 2 3/8" length or greater shall meet this requirement), and
helical (screw) or annular (ring) shank style only.
P) Manufacturer's nails meeting these requirements are (but not limited to) the following:
Paslode deformed shank nail, No. 404947, 404537, 650111 and 650148.
Duro-Fast deformed shank nail No. 325.
Q) Spacing of nails shall be:
94" from each corner of the head, sill and jambs, and
evenly spaced between corner fasteners and not exceeding the following O.C. spacing
a) 6" o.c. spacing for the jambs & 8" o.c. spacing for the head & sill at 61 PSF to 70 PSF, or
b) 7" o.c. spacing for the jambs & 9" o.c. spacing for the head & sill at 56 PSF to 60 PSF, or
c) 7" o.c. spacing for the jambs & 11" o.c. spacing for the head & sill at 51 PSF to 55 PSF, or
d) 8" o.c. spacing for the jambs & 13" o.c. spacing for the head & sill to 50 PSF.
see Detail "A" for approximate location of the nail on the attachment fin.
R) Nails shall not be used to fasten assembly into end grain of wood.
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Date: 11/10/06
Scale: NTS
Drawn By: RIA
Checked By: ]H
FL license No. 49752
PTC, LLC, Inc.
1535 N. Cogswell St., Ste. C25
Rockledge, FL 32955
FBPE C of A No. 25935
Drawing No. FLEX21120
Sheet 1 of 2
GENERAL NOTES
J 1 to 15) See General Notes Drawing FLEX20100,
Sheet 1 & 2.
A) Milestone Series 1000 Single Hung Aluminum
Window is shown. Also applicable to Milestone Series
1500 and 2000 Single Hung Aluminum Windows.
FRAME HEIGHT (F,H,) B) Drawing applicable to Non -Impact Resistant
BUCK HEIGHT (B.H,) glazed windows.
C) Production Glazing may differ from that tested as
allowed by ANSI/AAMA/NWWDA 101/I.S. 2, 101/I.S.
7
2/NAFS orAAMANVDMA/CSA 101A.S. 2/A440 and
applicable Building Code. See Note 12 and 13 on
Drawing FLEX 20100 for further details.
D) For Fastener Quantities and Spacing see Sheet 2
of this drawing. See Note (H) regarding deviations.
E) Wood screw and nail withdrawal values used to
generate the fastening requirements are based on
4 2 Spruce -Pine -Fur with a Specific Gravity of 0.50. See
Note (H) regarding deviations.
PERIMETER F) Wood or tapping screw edge distance measured
SEAL
INTERI R from edge of wood to centerline of wood or tapping
BY OTHERS
FINISH BY screw must meet or exceed 1". Minimum size and
Note 2,a & 2,c,11)
OTHERS embedment per Parts List. See Note (H) regarding
deviations.
G) Nail edge distance measured from edge of wood
to centerline of nail must meet or exceed 9/16" or 5
times Shank Diameter, whichever is larger. Minimum
9 8
size and embedment per Parts List. See Note (H)
regarding deviations.
H) Any deviation less than the minimum
requirements stated must be approved by the
STUCCO
BY OTHERS manufacturer or engineered by "other" Design
TWO BY WOOD Professional In accordance with the applicable
SEAL BETWEEN BY OTHERS Building Code and Product Approval.
WINDOW FIN
SHEATH ING
SHEATHING (Note 4,b)
SHEATHING
1) All field supplied holes in the frame (if required) will
BY OTHERS
Note 2,a & 2 be 3/16" in diameter for #8 wood screws or the shank
diameter of the nail rounded up to the next standard
SECTION A—A 1' MIN, EMBEDMENT designation drill bit size.
Wood Screw) J) Wood Screws and Nails SHALL NOT be mixed to
fasten the same assembly.
SECTION B -B
Centerllne oP
Fastener" Ref.
I
I
DETAIL A
Dimpled Area on
Attachment
Attachment Fin
Fin
Wood Screw or Nail Head must be
in full contact with Attachment Fin.
Centerline of fastener shall be
approximately 9/32" from edge of
Attachment Fin.
DISCLAIMER:
The purpose of this installation drawing is to present the manufacturer's
recommendations to achieve the design pressure specified on the
fenestration product as required by the current addition of the Florida
Building Code. Recommendations regarding flashing, sealing, sealants or
other joint sealant practices are not within the purview of this installation
drawing and do not constitute a warranty either expressed or implied.
FASTENER INSTALLATION INSTRUCTIONS - FLEX21120
8 WOOD SCREWS:
In See sheet 2 for #8 Wood Screw installation fastener chart.
L) #8 Wood Screw must be of sufficient length to achieve minimum
embedment of 1" into the two by wood framing.
M) See Detail "A" for approximate location of the wood screw on the
attachment fin.
N) Wood screws shall not be used to fasten assembly into end grain of
wood.
NAILS:
PARTS LIST
1 Head - FinFrame
2 Sill - Fin Frame
3 Jamb - Fin Frame
4 Lift Rail - Sash
5 Jamb - Sash
6 Glazing Bead
7 Glazing - See Note (B) and (C)
8 #8 Pan Head Wood or TaDoina Screw
with a minimum embedment of 1" into
the structural wood substrate. See Note
K) & Detail A on this drawing and Note
4.b & 8 on Drawing FLEX20100.
9 Round Head Deformed Shank Nail
with minimum 0.113" diameter (11 GA)
and minimum embedment of 1-7/8" into
the structural wood substrate. See Note
0) and Detail A on this drawing and
0) Nails shall meet the following requirements: Notes 4.b & 9 on Drawing FLEX20100.
0.113" diameter or greater,
sufficient length to achieve minimum embedment of 17/8" into the two by wood framing
generally, nail 2 3/8" length or greater shall meet this requirement), and
helical (screw) or annular (ring) shank style only.
P) Manufacturer's nails meeting these requirements are (but not limited to) the following:
Paslode deformed shank nail, No. 404947, 404537, 650111 and 650148.
Duro-Fast deformed shank nail No. 325.
Q) Spacing of nails shall be:
94" from each corner of the head, sill and jambs, and
evenly spaced between corner fasteners and not exceeding the following O.C. spacing
a) 6" o.c. spacing for the jambs & 8" o.c. spacing for the head & sill at 61 PSF to 70 PSF, or
b) 7" o.c. spacing for the jambs & 9" o.c. spacing for the head & sill at 56 PSF to 60 PSF, or
c) 7" o.c. spacing for the jambs & 11" o.c. spacing for the head & sill at 51 PSF to 55 PSF, or
d) 8" o.c. spacing for the jambs & 13" o.c. spacing for the head & sill to 50 PSF.
see Detail "A" for approximate location of the nail on the attachment fin.
R) Nails shall not be used to fasten assembly into end grain of wood.
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Date: 11/10/06
Scale: NTS
Drawn By: RIA
Checked By: ]H
FL license No. 49752
PTC, LLC, Inc.
1535 N. Cogswell St., Ste. C25
Rockledge, FL 32955
FBPE C of A No. 25935
Drawing No. FLEX21120
Sheet 1 of 2
No. 8 Wood and Tapping Screw Fastener Location Tables
Fastener Location Table Notes:
1) All dimensions shown taken from the buck width or height of the window frame.
2) Based on the Milestone Series No. and size of the window to be installed, enter the correct table above
to determine the locations of the No. 8 Wood or Tapping Screws based on either Installation No. 1 or No.
2 illustrations at right. The applicable installation illustration is noted in the table.
3) Install the No. 8 Wood or Tapping Screws at the locations shown in the table. Tolerance is + / —
lot.
4) An installation fastener is only required at the centerline of the head and sill when indicated in the
table as "yes". If no", an installation fasterner is not required at the centerline of the head and sill.
5) This table is NOT applicable to the nailing option. See Notes 0, P, Q, and R for nail installation
locations and spacing.
DESIGN PRESSURE RATING &
FBC CODE COMPLIANCE
Buck &
Frame
Width
Et
L1
L2
L3
El
INSTALLTI N No, 1
101/I.S. 2, 101/I.S. 2/NAFSWindow Size Aoollcablllty
or AAMANVDMA/CSA >
36' to 52-1/8' Wide at Head & Slll
59-1/2' to 83-1/2' High at Jambs
101/I.S. 2/A440 and
applicable Building Code.
See Note 12 and 13 on Buck &
Drawing FLEX 20100 for Frame
further details. Eh
Width
Eh
V) Structural two by wood buck 1 Et
and/or framing at the head,
Centerline
S) If exact window size is not Of Head —
listed in fastener location Eh—
table, use fastener locations,
listed for next larger size.
to the wood structural
T) Installations depicted in these
substrate per the FBC and
instructions acceptable for
the engineer of record's Buck &
design pressures to 70 PSF
Frame
V) See FLEX20100, Notes 10 to
for the window sizes shown Buck &
in the table. Design Frame
Pressures (D.P.) are positive Height
and negative. Overall
window assembly design
pressure may be less than
70 PSF and shall be
determined in accordance
with Note 13 of FLEX20100. Es—
U) Production Glazing may differ Centerline
from that tested as allowed
Of Slll -
by ANSI/AAMA/NWWDA
Buck &
Frame
Width
Et
L1
L2
L3
El
INSTALLTI N No, 1
101/I.S. 2, 101/I.S. 2/NAFSWindow Size Aoollcablllty
or AAMANVDMA/CSA >
36' to 52-1/8' Wide at Head & Slll
59-1/2' to 83-1/2' High at Jambs
101/I.S. 2/A440 and
applicable Building Code.
See Note 12 and 13 on Buck &
Drawing FLEX 20100 for Frame
further details. Eh
Width
Eh
V) Structural two by wood buck 1 Et
and/or framing at the head,
sill and jambs to be securely
fastened to transfer the load
to the wood structural
substrate per the FBC and
the engineer of record's Buck &
details as applicable. Frame
V) See FLEX20100, Notes 10 to Height
15 for additional FBC Code
Compliance.
Es
L2
L3
Eb
JL..I
INSTALLTI N No, 2
Window Size Aoolicablllty
to 36' Wide at Head & Slll
to 59-1/2' High at Jambs
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Date: 11/10/06
Scale: NTS
Drawn By: RIA
Checked By: JH
Robert 3. Amoruso, P.E.
FL Ucense No. 49752
PTC, LLC, Inc.
1535 N. Cogswell St, Ste. C25
Rockledge, FL 32955
FBPE C of A No. 25935
Drawing No. FLEX21120
Sheet 2 of 2
qnq By Wood
11UtIk Structural
By Others 9 Build Down
Note 4.a.1
By Othersand4.a.11.2) Note R)
Sheathing (TYP.)
d C5ByOthers
Meeting
Seal Between 1-3/8' Min.
Window Flange Embedment
Wood Buck
Note 2,a & 2.b.11) 1/4' Max.
v
Shim Space—
Stucco
By Others Shiro As Req'd,
Note 1.0
Perimeter
Seal By
Others
Note 2,a
2.1o.11) c 1
C6ncrete,
Masonry or
Wood Opening
By Others
F.H. I
Frame
Height) B.H.
O(Buck
Height)
Perimeter 2
Seal By
Others
Note 2.a
2.b,ID
ov v :v
Seal between window Precast Slll by others.
flange & precast sill Configurations may vary.
w/Vulkem 116 adhesive
sealant or approved equal. SECTION A -A
Note 2.1o,1)
A
F. VIEWED
A B C
FROM
A
B
EXTERI R A
E
D D 24'
Y24
I L Y
24'
1`
L fJBKB
F.H.
F G
F H
J B K B
F G
H I H
FULL RADIUS SHOWN LH HALF
A ELEVATION A RADIUS SHOWN,
RH OPPOSITE
B.W.
Buck Width)
One By Wood
Buck Others
Note 4.a) —\
Shim As Req'd
2X4, 2X6, 2X8 Wood Buck (Note l.a)
By Others (Note 4,b & R) 6
One By Wood Buck By Others
OPTIONAL) (Note 4,a,11,2)
SECTION A—A (ALTERNATE) Shown. Also
applicable to Section B—B for installation with two
by with or w/o one by wood bucks.
PARTS LIST
1 Head - Flange Frame
2 Sill - Flange Frame
3 Jamb - Flange Frame
4 Lift Rail - Sash
5 Jamb - Sash
6 Glazing Bead
7 Glazing - See Note (B) and (C)
8 3/16" Dia. Flat Head Concrete Screw with minimum working
load in shear of 180 lbs at 1 1/4" embedment. See Note (1) on
this drawing and Note 7 on Drawing FLEX20100.
9 #10 Flat Head Wood or Tapping Screw with a minimum
embedment of 1-3/8" into "Structural Two By Buck or
Framing". See Note (K) on this drawing and Note 8 on
Drawing FLEX20100.
GENERAL NOTES
O
J Seal Between
Window Flange
Wood Buck
Note 2.a & 2.b.I1)
F.W.
Frame Width)
Stucco By Others
N
1-1/4' Min,
Anchor
Embedment
Location
o
X U D
Below
d C5
Meeting
f a v
Rall.
Note 2,0,
E Anchor
v
Location
Above
Meeting
Rall,
N
DISCLAIMER:
The purpose of this installation
drawing is to present the
manufacturer's recommendations to
achieve the design pressure specified
on the fenestration product as
required by the current addition of the
Florida Building Code.
Recommendations regarding
flashing, sealing, sealants or other
joint sealant practices are not within
the purview of this installation
drawing and do not constitute a
warranty either expressed or implied.
Seal Between
Wood Buck
Mas'y, Opening
By Others
Note 2.a & 2.b.ID
Concrete Or
Masonry Opening
By Others
1 to 15) See General Notes Drawing FLEX20100, Sheet 1 & 2.
A) Milestone Series 1000 Single Hung Radius Head Aluminum Window is shown. Also applicable to Milestone Series 1500 and
2000 Single Hung Radius Head Aluminum Windows.
B) Drawing applicable to Non -Impact Resistant glazed windows.
C) Production Glazing may differ from that tested as allowed by ANSI/AAMA/NWWDA 101/I.S. 2, 101/I.S. 2/NAFS or
AAMA/WDMA/CSA 101/I.S. 2/A440and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20100 for further details.
D) For Fastener Location & Quantities see Sheet 1 & 2 of this drawing respectively. See Note (H) regarding deviations.
E) Concrete screw edge distance measured from edge of concrete/masonry/block to centerline of concrete screw must meet or
exceed 2 1/4". Minimum size and embedment per Parts List. See Note (H) regarding deviations.
F) Wood or tapping screw edge distance measured from edge of wood to centerline of wood or tapping screw must meet or
exceed 1". Minimum size and embedment per Parts List. See Note (H) regarding deviations.
G) Not used.
H) Any deviation less than the minimum requirements stated must be approved by the manufacturer or engineered by "other"
Design Professional in accordance with the applicable Building Code and Product Approval.
J
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Date: 11/14/06
Scale: NTS
Drawn By: 11]A
Checked By: ]H
Robert 3. Amoruso, P.E.
FL Ucense No. 49752
PTC, LLC, Inc.
1535 N. Cogswell SL, Ste. C25
Rockledge, FL 32955
FBPE C of A No. 25935
Drawing No. FLEX22110
Sheet 1 of 2
Anchor
Location
erimeter Below
Seal By Meeting
Others Rall.
Note 2,0,
2.b.ID v
DISCLAIMER:
The purpose of this installation
drawing is to present the
manufacturer's recommendations to
achieve the design pressure specified
on the fenestration product as
required by the current addition of the
Florida Building Code.
Recommendations regarding
flashing, sealing, sealants or other
joint sealant practices are not within
the purview of this installation
drawing and do not constitute a
warranty either expressed or implied.
Seal Between
Wood Buck
Mas'y, Opening
By Others
Note 2.a & 2.b.ID
Concrete Or
Masonry Opening
By Others
1 to 15) See General Notes Drawing FLEX20100, Sheet 1 & 2.
A) Milestone Series 1000 Single Hung Radius Head Aluminum Window is shown. Also applicable to Milestone Series 1500 and
2000 Single Hung Radius Head Aluminum Windows.
B) Drawing applicable to Non -Impact Resistant glazed windows.
C) Production Glazing may differ from that tested as allowed by ANSI/AAMA/NWWDA 101/I.S. 2, 101/I.S. 2/NAFS or
AAMA/WDMA/CSA 101/I.S. 2/A440and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20100 for further details.
D) For Fastener Location & Quantities see Sheet 1 & 2 of this drawing respectively. See Note (H) regarding deviations.
E) Concrete screw edge distance measured from edge of concrete/masonry/block to centerline of concrete screw must meet or
exceed 2 1/4". Minimum size and embedment per Parts List. See Note (H) regarding deviations.
F) Wood or tapping screw edge distance measured from edge of wood to centerline of wood or tapping screw must meet or
exceed 1". Minimum size and embedment per Parts List. See Note (H) regarding deviations.
G) Not used.
H) Any deviation less than the minimum requirements stated must be approved by the manufacturer or engineered by "other"
Design Professional in accordance with the applicable Building Code and Product Approval.
J
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LL in
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Z
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Date: 11/14/06
Scale: NTS
Drawn By: 11]A
Checked By: ]H
Robert 3. Amoruso, P.E.
FL Ucense No. 49752
PTC, LLC, Inc.
1535 N. Cogswell SL, Ste. C25
Rockledge, FL 32955
FBPE C of A No. 25935
Drawing No. FLEX22110
Sheet 1 of 2
fy
FASTENER INSTALLATION INSTRUCTIONS- FLEX22110 v
FASTENER LOCATION TABLE (see Elevation View, Sheet 1) C
A SZ
3/16" DIA. CONCRETE SCREW WITH NON-STRUCTURAL ONE BY WOOD BUCK:
Za LL o e
C 1M
Ln
I) Where window is installed in an opening with a non-structural one by wood buck for the jambs and masonry or concrete sill, installation
is as follows: M o
1) At the jambs, use a 3/16" diameter concrete screw of sufficient length to achieve minimum embedment of 1-1/4" into masonry
or concrete. See Parts List on Sheet 1 of this drawing for concrete screw size, embedment and load requirements. See L
o 0
FLEX20100, Note 7 for additional concrete screw requirements. LU V
2) At the sill, apply a Structural Adhesive Sealant for the full length of the Sill meeting the requirements of Note 2.b.i on FLEX M ,3, N
20100. 1 o
3) See fastener installation table on this sheet for concrete screw locations in jambs and additional installation requirements. o CDN
U.
10 WOOD SCREW WITH (1) STRUCTURAL BUILD -DOWN FOR RADIUS HEAD, (2) OPTIONAL STRUCTURAL TWO BY WOOD Q,
BUCK AND (3) OPTIONAL ONE BY WOOD BUCK AT HEAD AND/OR 3AMBS (SECTION A -A ALTERNATE ILLUSTRATES THIS o 12 3 $
OPTION FOR HEAD, SIMILAR FOR SECTION B -B AT IAMB):
P) Installations depicted in these instructions acceptable for design pressures to 70 PSF for the window sizes shown in the chart. Design
g
Z
C3CD 3' c 5
K) Where window is installed in an opening with a (1) structural build -down for radius head, (2) optional structural two by wood buck and
m
Ln E N o
3) optional one by wood buck at head and/or jambs, installation is as follows: LU o a -o
1) For structural build -down at the head and/or two by wood buck at the head and/or jambs as applicable, use #10 wood screws o _ w b
of sufficient length to achieve 1-3/8" min. embedment into the two by wood buck and/or or structural build -down. See "Parts F
A 3 0
List" on Sheet 1 of this drawing for wood screw size and embedment. See FLEX20100, Note 8 for additional wood screw j
requirements. aV t; 0 3
2) For one by wood buck used in conjunction with a structural two by wood buck at the head and/or jambs as applicable use #10 2' oo.°
B —
wood screws of sufficient length to achieve 1-3/8" min. embedment into the two by wood buck. See "Parts List" on Sheet 1 of
this drawing for wood screw size and embedment. See FLEX20100, Note 8 for additional wood screw requirements. z Vn
3) At the sill, apply a Structural Adhesive Sealant for the full length of the Sill meeting the requirements of Note 2.b.i on FLEX
20100.
12
L) If a two by and one by wood buck are used together (see Section A -A Alternate, similar for Section B -B), then #10 wood screws of 0 iu
sufficient length to achieve 1-3/8" min. embedment into the two by wood buck will be used and the one by wood buck will be secured to
LL U
8
C
0
the two by wood buck as required in Note 4.a.ii.2 on drawing FLEX20100.
M) #10 wood screws shall be installed at all factory applied installation fastener hole locations where applicable. z
c
N) Wood screws shall not be used to fasten assembly into the end grain of wood. N c'
W
a aa0
DESIGN PRESSURE RATING & FBC CODE COMPLIANCE g
0) If exact window size is not listed in fastener installation table, use fastener locations listed for next larger size.
P) Installations depicted in these instructions acceptable for design pressures to 70 PSF for the window sizes shown in the chart. Design Z N m
Pressures (D.P.) are positive and negative. Overall window assembly design pressure may be less than that shown in the fastener quantity
table and shall be determined in accordance with Note 13 of FLEX20100.
Date: 3/02/07
scale: NTS
Q) Production Glazing may differ from that tested as allowed by ANSI/AAMA/NWWDA 101/I.S. 2, 101/I.S. 2/NAFS or AAMA/WDMA/CSA
101/I.S. 2/A440 and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20100 for further details.
Drawn By: r3A
I
Checked By: ]H
R) Structural build -down at head, two by wood buck and/or framing at the head and jambs to be securely fastened Robert 3. Amoruso, P.E.
to transfer the load to the masonry, concrete or other structural substrate per the FBC and the engineer of record's
FL License No. 49752
details as applicable.
S) See FLEX20100, Notes 10 to 15 for additional FBC Code Compliance.
FASTENER LOCATION TABLE NOTES:
1. This chart and Notes I, J, K.1, L, M and N for use when Radius Head Flange Window is installed in 3. See Note R regarding structural framing requirements.
opening with the following attributes: 4. See Sheet 1 for Fastener Location Diagrams.
a. Wood Structural Build—Down at Head, and 5. Fasteners Y & Z applicable to Series 2000 Size 37 Only. 3/16" Hole
b. Masonry/Concrete Substrate and One—By Wood Buck at Jambs. must be drilled in field.
2. Install Radius Head Flange Window using #10 Wood Screws with a 1-3/8" minimum embedment into the
structural wood substrate in accordance with Notes K to N in an opening with the following attributes.
a. Wood Structural Build—Down at Head,
b. Optional Structural Two By Buck is installed at the head or jambs, and
c. Optional One By Wood Buck is installed at the head or jambs.
PTC, LLC, Inc.
1535 N. Cogswell St, Ste. C25
Rockledge, FL 32955
FBPE C of A No. 25935
Drawing No. FLEX22110
Sheet 2 of 2
SEAL BETWEEN
WIND W FIN &
SHEATHING
Note 2.a & 2.c,11)
STUCCO
BY OTHERS
3
o,
SHEATHING C UBYOTHERSc
s °o
STRUCTURAL
BUILD DOWN
BY OTHERS
Note 4,b)
SHIM AS REWD.
Note 1.b)
5HIV
1/4' MAX,
09 SHIM SPACE
PERIMETER
SEAL
BY OTHERS
Note 2.a & 2.c.11)
n
6
R
GENERAL NOTES
1 to 15) See General Notes Drawing FLEX20100, Sheet 1 & 2.
A) Milestone Series 1000 Single Hung Radius Head Aluminum Window is shown. Also applicable to Milestone Series 1500 and 2000 Single Hung Radius Head Aluminum
Windows.
B) Drawing applicable to Non -Impact Resistant glazed windows.
C) Production Glazing may differ from that tested as allowed by ANSI/AAMA/NWWDA 101/I.S. 2, 101/I.S. 2/NAFS or AAMA/WDMA/CSA 101/I.S. 2/A440 and applicable
Building Code. See Note 12 and 13 on Drawing FLEX 20100 for further details.
D) For Fastener Quantities and Spacing see Sheet 3 & 4 of this drawing. See Note (H) regarding deviations.
E) Wood screw and nail withdrawal values used to generate the fastening requirements are based on Spruce -Pine -Fur with a Specific Gravity of 0.50. See Note (H)
regarding deviations.
F) Wood or tapping screw edge distance measured from edge of wood to centerline of wood or tapping screw must meet or exceed 1". Minimum size and embedment
per Parts List. See Note (H) regarding deviations.
G) Nail edge distance measured from edge of wood to centerline of nail must meet or exceed 9/16" or 5 times Shank Diameter, whichever is larger. Minimum size and
embedment per Parts List. See Note (H) regarding deviations.
H) Any deviation less than the minimum requirements stated must be approved by the manufacturer or engineered by "other" Design Professional In accordance with
the applicable Building Code and Product Approval.
I) All field supplied holes in the frame (if required) will be 3/16" in diameter for #8 wood screws or the shank diameter of the nail rounded up to the next standard
designation drill bit size.
3) Wood Screws and Nails SHAM NOT be mixed to fasten the same assembiv. Centerline of
FRAME HEIGHT (F.H,) SECTION A—A FASTENER INSTALLATION INSTRUCTIONS - FLEX22120BUCKHEIGHT (B.H.)
4 #8 WOOD SCREWS:
2
PERIMETER (K) See sheets 3 & 4 for #8 Wood Screw installation fastener chart.
SEAL (L) #8 Wood Screw must be of sufficient length to achieve minimum
BY OTHERS INTERIOR embedment of 1" into the two by wood framing.
Note 2.a & 2.c,11) FINISH BY (M) See Detail "A" for approximate location of the wood screw on the
OTHERS attachment fin.
N) Wood screws shall not be used to fasten assembly into end grain of
wood.
STUCCO
BY OTHERS
SEAL BETWEEN
WIND W FIN
SHEATHING
Note 2.a & 2.c.11)
W
fPA
SHEATHING w
3
BY OTHERS
TWO BY WOOD
BY OTHERS
Note 4.b)
FRAME WIDTH (F,W.) 1/4' MAX.
BUCK WIDTH <B,W.) SHIM SPACE
TWO BY WOOD
SHIM AS REQ'D. OTHERS
Note 1.1o) Note 4.b) Note
5
PERIMETER
SEAL
BY OTHERS
Note 2.a & 2.c.11)
STUCCO BY OTHERS
1' MIN. EMBEDMENT
Wood Screw)
SHEATHING
f ' : BY OTHERS
SEAL BETWEEN
WIND W FIN
SHEATHING
Note 2.a & 2.c.I1)
I11/-l`(III-1
0) Nails shall meet the following requirements:
90.113" diameter or greater,
sufficient length to achieve minimum embedment of 17/8" into the
two by wood framing (generally, nail 2 3/8" length or greater
shall meet this requirement), and
helical (screw) or annular (ring) shank style only.
P) Manufacturer's nails meeting these requirements are (but not limited
to) the following:
Paslode deformed shank nail, No. 404947, 404537, 650111 and
650148.
Duro-Fast deformed shank nail No. 325.
Q) Spacing of nails shall be:
94" from each corner of the head, sill and jambs, and
evenly spaced between corner fasteners and not exceeding the
following O.C. spacing
a) 6" o.c. spacing for the jambs & 8" o.c. spacing for the head &
sill at 61 PSF to 70 PSF, or
b) 7" o.c. spacing for the jambs & 9" o.c. spacing for the head &
sill at 56 PSF to 60 PSF, or
c) 7" o.c. spacing for the jambs & 11" o.c. spacing for the head &
sill at 51 PSF to 55 PSF, or
d) 8" o.c. spacing for the jambs & 13" o.c, spacing for the head &
sill to 50 PSF.
see Detail "A" for approximate location of the nail on the
attachment fin.
R) Nails shall not be used to fasten assembly into end grain of wood.
DISCLAIMER:
The purpose of this installation drawing is to present the manufacturer's recommendations
to achieve the design pressure specified on the fenestration product as required by the
current addition of the Florida Building Code. Recommendations regarding flashing,
sealing, sealants or other joint sealant practices are not within the purview of this
installation drawing and do not constitute a warranty either expressed or Implied.
PARTS LIST
Fastener" Ref.
I
I
DETAIL A
Dimpled Area on
Attachment Attachment Fin
Fin
Wood Screw or Nail Head must be
in full contact with Attachment Fin.
Centerline of fastener shall be
approximately 9/32" from edge of
Attachment Fin.
DETAIL A
1 Head - FinFrame
2 Sill - Fin Frame
3 Jamb - Fin Frame
4 Lift Rail - Sash
5 Jamb - Sash
6 Glazing Bead - Rigid Vinyl
7 Glazing - See Note (B) and (C)
8 #8 Pan Head Wood or Tapping Screw with a
minimum embedment of 1" into the structural wood
substrate. See Note (K) and Detail A on this
drawing and Note 4.b &.8 on Drawing
FLEX20100.
9 Round Head Deformed Shank Nail with minimum
0.113" diameter (11 GA) and minimum
embedment of 1-7/8" into the structural wood
substrate. See Note (0) and Detail A on this
drawing and Notes 4.b & 9 on Drawing
FLEX20100.
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Date: 3/02/07
Scale: NTS
Drawn By: RIA
Checked By: ]H
Robert J. Amoruso, P.E.
FL License No. 49752
PTC, LLC, Inc.
1535 N. Cogswell St., Ste. C25
Rockledge, FL 32955
FBPE C of A No. 25935
Drawing No. FLEX22120
Sheet 1 of 4
Ra Buck &
Frame
Width
Buck &
Frame Eh
Width Eh
Eh Eh Et
OT
0 T
EtT/ Et
Buck & Buck &
Frame Frame
Helght
FULL
Helght
RADIUS
HALF
RADIUS
Eb/ Eb
4f Es Es
VT
Es Es
ELEVATION
VIEWED FROM EXTERIOR
FULL AND HALF RADIUS HEAD WINDOWS
Fastener Location Tables (Sheet 3 and 4) are applicable to Full and Half
Radius Head SH Windows shown above. Fastener edge distances shown
above are applicable to Full and Half Radius Head SH Windows. For
intermediate head, sill and jamb fasteners located between edge
fasteners, see Installation Illustrations below.
Buck & Buck &
Frame Frame
Centerline Width CenterLlne Width
Of Head Of Head
Eh Eh
Et
Eh
Buck & Buck &
TI/`
Frame Frame
Height L3 Height
L2
Eb Ll
c --i i
Fastener Location Table Notes (See Sheets 3 and -4 for Tables)
1) All dimensions shown taken from the buck width or height of the window frame.
2) Based on the Milestone Series No. and size of the window to be installed, enter the correct table above to
determine the locations of the No. 8 Wood or Tapping Screws based on either Installation No. 1, No. 2 or No. 3
illustrations below. The applicable installation illustration is noted in the table. The full radius head frame is
shown, but illustrations also applicable to half radius head window (see elevation for edge distances at frame
head (Et).
3) Install the No. 8 Wood or Tapping Screws at the locations shown in the table. Tolerance is + / 1 1
4) An installation fastener is only required at the centerline of the head and sill when indicated in the table as
1
yes
is.
If "no", an installation fasterner is not required at the centerline of the head 'and sill.
5) This table is NOT applicable to the nailing option. See Notes 0, P, Q, and R for nail installation locations and
spacing.
Eh
Et
Eh—
Buck &
Frame
L2
Helght
Eb L --
i 1
i 1 t
Buck &
Frame
Width
Et
Es Es I Es —— Es I Es
Centerline CenterLlne
Of SILL INSTALLATI N No. i Of SILL INSTALLATI N No. 2 INSTALLATI N No. 3
Installation Illustrations No. 1, 2 and 3 Showing Locations of Wood Screw Fasteners
See table on Sheet 3 for Series 1000 & 1500 Commodity and Modular Window Sizes
See table on Sheet 4 for Series 2000 Commodity and Modular Window Sizes
DESIGN PRESSURE RATING & FBC CODE
COMPLIANCE
S) If exact window size is not listed in fastener location
table, use fastener locations listed for next larger size.
T) Installations depicted in these instructions acceptable
for design pressures to 70 PSF for the window sizes
shown In the table. Design Pressures (D.P.) are
positive and negative. Overall window assembly
design pressure may be less than 70 PSF and shall be
determined in accordance with Note 13 of FLEX20100.
U) Production Glazing may differ from that tested as
allowed by ANSI/AAMA/NWWDA 101/I.S. 2, 101/I.S.
2/NAFS or AAMA/WDMA/CSA 101/I.S. 2/A440 and
applicable Building Code. See Note 12 and 13 on
Drawing FLEX 20100 for further details.
V) Structural two by wood buck and/or framing at the
head, sill and jambs to be securely fastened to
transfer the load to the woad structural substrate per
the FBC and the engineer of record's details as
applicable.
W) See FLEX20100, Notes 10 to 15 for additional FBC
Code Compliance.
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Date: 3/02/07
Scale: NTS
Drawn By: RIA
Checked By: JH
Robert 3. Amoruso, P.E.
FL License No. 49752
PTC, LLC, Inc.
1535 N. Cogswell St, Ste. C25
Rockledge, FL 32955
FBPE C of A No. 25935
Drawing No. FLEX22120
Sheet 2 of 4
V *;. F
No. 8 Wood and Tapping Screw Fastener Location Tables — Series 1000 & 1500 Single Hung Full and Half Radius Head Windows
See Sheet 2 f or Fastener Installation Illustrations showing
Locations of fastener spacing dimensions Et, Eb, Eh, Es, L1,
L2, L3 and centerline of head/sill requirements shown in the
tables above,
Fastener Location Table Notes:
1) All dimensions shown taken from the buck width or height of the window frame.
2) Based on the Milestone Series No. and size of the window to be installed, enter
the correct table above to determine the locations of the No. 8 Wood or Tapping
Screws based on either Installation No. 1, No. 2 or No. 3 illustrations on Sheet 2.
The applicable installation illustration is noted in the table. The full radius head
frame is shown, but illustrations also applicable to half radius head window (see
elevation for edge distances at frame head (Et).
3) Install the No. 8 Wood or Tapping Screws at the locations shown in the table.
Tolerance is +/—
191.
4) An installation fastener is only required at the centerline of the head and sill
when indicated in the table as "yes". If "no", an installation fasterner is not
required at the centerline of the head and sill.
5) This table is NOT applicable to the nailing option. See Notes 0, P, Q, and R for
nail installation locations and spacing.
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Date: 3/02/07
Scale: NTS
Drawn By: RIA
Checked By: ]H
Robert 3. Amoruso, P.E.
FL License No. 49752
PTC, LLC, Inc.
1535 N. Cogswell SL, Ste. C25
Rockledge, FL 32955
FBPE C of A No. 25935
Drawing No. FLEX22120
Sheet 3 of 4
No. 8 Wood and Tapping Screw Fastener Location Tables — Series 2000 Single Hung Full and Half Radius Head Windows
See Sheet 2 for Fastener Installation Illustrations showing
Locations of f astener spacing dimensions Et, Elo, Eh, Es, 1-1,
1-2, L3 and centerline of head/sill requirements shown in
the tables above,
Fastener Location Table Notes:
1) All dimensions shown taken from the buck width or height of the window frame.
2) Based on the Milestone Series No. and size of the window to be installed, enter
the correct table above to determine the locations of the No. 8 Wood or Tapping
Screws based on either Installation No. 1, No. 2 or No. 3 illustrations on Sheet 2.
The applicable installation illustration is noted in the table. The full radius head
frame is shown, but illustrations also applicable to half radius head window (see
elevation for edge distances at frame head (Et).
3) Install the No. 8 Wood or Tapping Screws at the locations shown in the table.
Tolerance is +/— 1
4) An installation fastener is only required at the centerline of the head and sill
when indicated in the table as "yes". If "no", an installation fasterner is not
required at the centerline of the head and sill.
5) This table is NOT applicable to the nailing option. See Notes 0, P, Q, and R for
nail installation locations and spacing.
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Date: 3/02/07
Scale: NTS
Drawn By: RIA
Checked By: JH
Robert 3. Amoruso, P.E.
FL License No. 49752
PTC, LLC, Inc.
1535 N. Cogswell St, Ste. C25
Rockledge, FL 32955
FBPE C of A No. 25935
Drawing No. FLEX22120
Sheet 4 of 4