HomeMy WebLinkAbout304 Borada RdC. L1 2 6 Nii Y OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 12C�_� Documented Construction Value: $ 6 3 7 6
� v
Job Address: 30�-1 11292126, Romd Historic District: Yes ❑ No ❑
Parcel ID: 40 - 2 O- 30 - 5-0 3 - Ci l m - 03 60 Zoning:
Description of Work: JR-0,9AV "_-// &uAd u.'_s S'"L f -
Plan Review Contact Person: Title:
Phone: 427-X16? — Y9' c4 2 Fax: 407 -L6 /-z Z 7 0' E-mail: O_E,os v -Qme soatfl w.4-446
Property Owner Information
Name d .mss .fE LG.� Phone: -
Street: Resident of property?: yes
City, State Zip: T4A)6Lj" A'L At 77-Y
Contractor Information
Name �SaE �Yo P s 49-�=j//VCCJ So (1447 GJi ,1J(6'hone: W? - Y6 7 - 49 q '7
Street: 10 S F/Q,,.. , v c/k Fax: 4(07- 261-2;z, 7 ,rr
City, State Zip: /2Vyt-12 State License No.: 5$CG 13// 41990�l
Name:
Architect/Engineer Information
Phone:
Street: Fax:
City, St, Zip:
Bonding Company:
Address:
Building Permit
Square Footage:
No. of Dwelling Units:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
4/i;C'd4%j
Construction Type: Xgol" ca.6 . of Stories:
Flood Zone:
Electrical O
New Service - No. of AMPS:
Mechanical D (Duct layout required for new systems)
�\fib
as
Plumbing O
1
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm
O No. of heads:.
of
1
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.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
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.
,^ i a lu' re'of'WHe?/A•gelit 11111111 Date ^ D�
Print Owner/Agent's Same
I} E Gil ANN POITRAST
MY MMISSION 0 EE037321
EXPIRES October 28, 2014
Owner/Agent its Personally Know to Me or
Produced ID&K7 Type of ID L
RaL{RsD J&oyo tPo
APPROVALS: ZONING: UTILITIES:
ENGINEERING:
COMMENTS:
Rev 11.08
FIRE:
nature of Contractor/Ag Date
JosFpl` Jof�►�sos�
Print Contractor/Agent's Name
Signature of NotVr-ltaie of
`►'"° t$EVERLY ANN POITRAST
MY COMMISSION # EE037321
EXPIRES October 26, 2014
(407)39&0163 FWftNotery$orAw.00m
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING:
Permit Nunloer Q r
Folio/Parcel Identification Number. " J 42-5d — O/dt — 03 6 v
Prepared by: � >` —_r,,
Returnto: W Zv E
NOTICE OF COMMENCEMENT
State of Florida, County of Orange
The undersigned hereby gives notice that improvement(s) 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)
3
/o-Zd-D-503—O /Am _d2 0 Soy Reeganc
na eea( SJ4%-✓
.4-&J2 r/. 773
2 Ge eral descriptio of improvement s)
4,6211 c q w� h �o-..>s 5/1E /-- 2 S,'Z f
3 70wner information
Name:Vz,*.f' Qfw6.; e I I Telephone Number
Address 3014 &^02AdA ILD, Interest in Property QFW tit 2
4. Fee Simple Title Holder (if other than owner shown above)
Name Telephone Number
Address
S. Contracto 11 n
Name
Telephoge Number
Address /kD -f .3, 41=ignn, ,,L , .. d /etr4 W A;ft /L Q ► S -S 6�� Z 7 O V_
t3, Surety (if any)
Name Telephone Number
Address Amount of bond $
7. Lender (f any)
Name Telephone Number
Address
8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
provided by §713.13(1)(a)7, Florida Statutes.
Name Telephone Number
Address
9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided
in §713.13(1)(b), Florida Statutes.
Name Telephone Number
Address
10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different
date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER TIRE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I. SECTION 713.13. FLORIDA STATUTES AND CAN RESIH;T 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 OMM ' ' IN K'ORI: OWING YOUR NOTICE OF COMMENCEMENT.
Ureter Signatory's Printed NameTU Office
(or�OWnef� s�A101nnze z4aerrDireaorlPartrrerrMar §713.1311)(dl)
The foregoing instrument was acknowledged before me thi� day ooj���by t7�Jt.ia�
(month) Year) (name olperson)
as for
(T f authority. e-9, officer , stee attorney in f ) (Name of party on behalf of whom instrument was exea4ed)
gna eofNotary-State of cnida (Print. W. or stamp comm' e rT 1 yp-BEVERLY ANN POITRAST
Personally Known OR Produced IO �Z L �: MY COMMISSION # EE037321
Type of ID Produced a %lam EXPIRES October 28, 2014
(407)30-0153 to
Verification pursuant to Section 92525, Florida Statutes: Under penalties of perjury. I declIlk
stated in it are true to the best of my knowledge and belief.
,X Si ure��p �
fining on une „-Above
CERTIFIED COPY
MORSE
MAMTYArMIE MORSE, ME066Ef: OMT COURT IDARY ANC R
CM VIT COORT
M OF SEMINOLEE COUNTY CIER Of COUNTY. F�pRIDA
m 07653 Pg 0971; OPg) SEMI
FILE HUM 2031135297
REIIMM 10/P6/QO11 09t36tw AM 6
o°R� 8�5:0.�° OCA 2 6 2�
'Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
iPARCIEL 01I MAIL
e' 1 40 41 1+61+7
++
m w
i
DAVID J0*Ui6M CPA. ABA
49. "87 44.A, 44A0 33
PROPERTY
40 °o
O4a
APRASER
46 — '1�9
, s
11
4447 „ /u
11Z0o!
tno6
RMT ST
W 61 46 34 w
9ANPOO& 83271.1461
y e
�
407-E69; iTape
� ai 7! 0
1 ` 3
e1
VALUE SUMMARY
VALUES 2011
2010
Working
Certified
Value Method Cost/Market Cost/Market
GENERAL
Number of Buildings 1
1
Parcel Id: 10.20.30-503.0100-0360
Depreciated Bldg Value $64,373
$70.668
Owner: RUSSELL KURT A
Depreciated EXFT Value $330
$330
Mailing Address: 304 BORADA RD
Land Value (Market) $15,000
$18,000
City,StateXpCode: SANFORD FL 32773
Land Value Ag $0
$0
Property Address: 304 BORADA RD SANFORD 32773
JustlMarkat Value $79,703
$88,998
Subdivision Name: HIDDEN LAKE PH 2 UNIT 1
Tax District St-SANFORD
Portablity, AdJ $0
$0
Exemptions: 00 -HOMESTEAD (1994)
Save Our Homes AdJ $0
$7,137
Dor: 01 -SINGLE FAMILY
Amendment 1 Ad) 1 $01
s0
Assessed Value (SOH) 1 $79,7031
$81,861
Tax Estimator
2011 Notice of Proposed Property Tax
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority
Assessment Value Exempt Values Taxable Value
County General Fund
$79.703 $50,000
$29.703
(Amendment 1 adjustment is not applicable to school assessment) Schools
$79,703 $25,000
$54.703
City Sanford
$79,703 $50,000
$29,703
SJWM(Salnt Johns Water Management)
$79.703 $50,000
$29,703
County Bonds 1
$79.7031 $50.0001
$29,703
The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates.
SALES
2010 VALUE SUMMARY
Deed Data Book Page Amount Vac/lmp Qualified
Tax Amount SOH):
QUIT CLAIM DEED 04/2006 06486 1285 $100 Improved No
x Bill At
Tax Bill Amount:
$835
$835
QUIT CLAIM DEED 07/1999 03702 ZQ1,Q $700 Improved No
Save Our Homes
Homes
$143
WARRANTY DEED 12/1992 02520 1917 545,000 Improved No
WARRANTY DEED 08/1981 01350 1723 $49,300 Improved Yes
aloe and Taxes
2010 Certified Taxable Value and Taxes
DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
Find Comparable Sales within this Subdivision
LEGAL DESCRIPTION
LAND
Land Assess Method Frontage Depth Land Units Unit Price Land Value
PLATS: Pick.. -
LOT 0 0 1.000 15,000.00 $15,000
LEG LOT 36 BLK 1 HIDDEN LAKE PHASE II UNIT I PB 24
PGS 15 TO 17
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Well Bid Value Est
Cost
New
Buildina 1 SINGLE FAMILY 1981 6 1,275
Sketch
1,815 1,275 CONC BLOCK $64.373
$73,569
Appendage I Sqft OPEN PORCH FINISHED / 12
Appendage I Sqft GARAGE FINISHED / 528
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base
Semi Finished
Permits
EXTRA FEATURE
Description Year Bit Units EXFT Value Est, Cost New
FBGL PORCH W/FLOOR 1985 150
$330 $825
OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes.
"' Ifyou recently purchased a homesteaded pmperly your next ars property tax will be based on JustlMarket value.
http://www.scpafl.org/web/re web.seminole county title?parcel=10203050301000360... 9/27/2011
am—wia 610054 1 rni ne. i! t L . %J -_,p
GRIDS
siva I
LOCATION: w G10DS SM I `'—, LOCATION• U NO
o Vantage o antage o IVantage
5
�
I
DOUBLE HUNG VANTAGE SERIES
(HALF -SCREEN)
CASEMENT
(FULL SCREEN)
O Full Screen
2 LITE SLIDER VANTAGE SERIES
(HALF -SCREEN)
DOUBLE CASEMENT
(TWO FULL SCREENS)
00
O Full Screen
'
PICTURE
WINDOW VANTAGE SERIES
DOUBLE CASEMENT
I[ WITH FIXED CENTER
(TWO FULL SCREENS)
(NO SCREEN)
♦
3 LITE SLIDER
PICTURE WINDOW
AWNING & HOPPER TILT WINDOW
(FULL SCREEN)
VANTAGE SERIES
(TWO SCREENS)
Color option of White or Tan only.
PICTURE WINDOW WITH
_�!= 111111MI MAD
'71
DOUBLE HUNGS
VANTAGE SERIES
BOW &BAY WINDOWS
[T
(TWO HALF SCREENS).
OHALF 0EYEBROW OTRAP OOTHER
SHAPED WINDOWS (NOT FOAM ENHANCED) Q ROUND a (DRAW IN SPACE)
GRID STYLES OSTANDARD O CONTOUR 0 BRASS/GOLD/PENCIL
Was this home built prior to 19 8 Yes'O No
O Colonial O Prairie O Open Prairie
i
If yes, the undersigned agres to the terns and
conditions of the NewSouth Lead Safe Work
Practices Addendum.
6
Buyel�4lgnature '
OTAL NUMBER OF WINDOWS ON THIS
THER: 1 rtIC'c
v
BUYER'S RIGHT TO CANCEL Total price* S
IYER MAY CANCELTHIS CONTRACT BY DELIVERING WRITTEN NOTICE
I THE SELLER AT ANY TIME PRIOR TO MIDNIGHT OF,•THE THIRD Down payment $ go 00
ISINESS DAY AFTER THE DATE OF THIS TRANSACTION. BUYER MAY
E THIS,CONTRACT AS THAT, NOTICE BYJIVRITING "I.HEREBY•CANCEL"
THE BOTTOM AND ADDING BUYER'S NAME AND ADDRESS. THE B stall a on/D l i er 3 � r
)TICE MUST BE DELIVERED TOTHESELLER ATTHE ADDRESS SHOWN Installation/Delivery S
OVE. O Bank Financing SCash on Completion
naterial is guaranteed to be as specified. All work is to be completed in a workmanlike manner according to standards and practices. This
tract is valid only with proper signatures. NewSouth shall not be held responsible for time and material delays, strikes, acts of God or any
?r matters beyond its control. Owner agrees that the equity in this property is security for this contract Since this contract calls for made to
!r goods, it is not subject to cancellation except as stated above. Start installation approximately Y,:;'weeks from above date. Verbal
nises can cause misunderstandings, therefore this contract constitutes the entire understanding of the parties, and no other understanding,
Iteral, verbal or otherwise, shall be binding, unless signed. by both parties.Ne outh to remove and haul away all job related debris. All
and discounts allotted. All charges included above. Thank you for yourlordei r / /
iyer's Signature
iyer's Signature
Officer
21
Parcel: 10-20-30-503-0100-0360 Building *: 1 of 1 Page #1 of 1
OFFICE
PERMIT # /7 e/
21
10
17
lex 3)4C
3
25
BAS
21
26 GRF
05/
n 3Ph3
rm,13-m
I 1
Code
I Description
Sq. Ft.
I Cap Year
OPF
OPEN PORCH FINISHED
12
1994
GRF
GARAGE FINISHED
1 528
1994
BAS
; BASE AREA
1275
11981
23
■
. Florida Building Code Online'
. 7
Page l of 3
PERMIT #
RegulationBusiness & Professional
Florida DepaMTeMd Bcis Home I Log in I User Registration I Hot Topics I Submit Surcharge I Stats B Facts I Publications I FBC Stan I SCIS Site Map I links I search i
Busines
Professi al*Product Approval
USER: Public User
Regulation
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL14527
Application Type
New
Code Version
2007
Application Status
Approved
'Approved by DCA. Approvals by DCA shall be reviewed and
ratified by the POC and/or the Commission If necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
NewSouth Window Solutions
4901 oak fair blvd
tampa, FL 33610
(513)284-0129
danochsteln@newsouthwindow.com
daniel ochstein
danochstein@newsouthwindow.com
Dan Ochstein
4901 Oak Fair Blvd
Tampa, FL 33610
(813)626-6000
danochstein@newsouthwindow.com
Dan Ochsteln
4901 Oak Fair Blvd
Tampa, FL 33610
(813)626-6000
danochstein@newsouthwindow.com
Windows
Fixed
Certification Mark or Listing
Keystone Certifications, Inc.
Steven M. Urich, PE
-77 Validation Checklist - Hardcopy Received
Standard
AAMA/WDMA/CSA 101/I.S. 2/A440
Year
05
Florida Licensed Professional Engineer or Architect
FL14527 RO Eauiv CofE for PER No. 1857 NewSouth Vantaae-
F Rev0.Ddf
http://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDquxTV Bj'riRcY... 10/19/2011
Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 04/20/2011
Date Validated 04/27/2011
Date Pending FBC Approval
Date Approved 05/03/2011
Page 2 of 3
Summary of Products
FL # 114odel, Number or Name
Description
14527.1 lVantage Vinyl Fixed Window
Vanta a/IVanta a Replacement Picture Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL14527 RO C CAC 818-119.1CAR.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
01/27/2015
Design Pressure: +55/-55
Installation Instructions
Other: Class R-PG55 2134x1219 (84x48) -Type FW
FL14527 RO II NEWS0002 RevO.Ddf
WTP=12
Verified By: Robert J. Amoruso, P.E. FL PE Lic. No.
49752
Created by Independent Third Party: Yes
Evaluation Reports
FL14527 RO AE Product Evaluation Report No.
7 NewSouth V n a -F RevO
Created b Independent Third Party: Yes
14527.2 lVantage Vinyl Fixed Window
Vanta a/IVanta a New Construction Picture Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL14527 RO C CAC 818-117CAR.Ddf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
01/27/2015
Design Pressure: +50/-50
Installation Instructions
Other: Class R-PG50 2134x1219 (84x48) -Type FW
FL14527 RO II NEWS0002 RevO.pdf
WTP=12
Verified By: Robert J. Amoruso, P.E. FL PE Uc. No.
49752
Created by Independent Third Party: Yes
Evaluation Reports
FL14527 RO AE Product Evaluation Report No.
1857 NewSouth Vantage -F Rev0,Ddf
11 Created by Independent Third Party: Yes
14527.3 lVantage Vinyl Fixed Window
Vanta a/iVanta a Replacement Picture Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL14527 RO C CAC 818-120CAR.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
01/27/2015
Design Pressure: +55/-55
Installation Instructions
Other: Class CW-PG55 1886x1911 (74x75) -Type FW
FL14527 RO II NEWS0002 Rev0,pdf
WTP=12
Verified By: Robert). Amoruso, P.E. FL PE Lic. No.
49752
Created by Independent Third Party: Yes
Evaluation Reports
FL14527 RO AE Product Evaluation Report No.
1857 NewSouth Van -F RevO f
Created by Independent Third Party: Yes
14527.4 Ivantage vinyl Fixed Window
Vanta a/IVanta a New Construction Picture Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL14527 RO C CAC 818-118CAR.adf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
01/27/2015
Design Pressure: +40/-40
Installation Instructions
Other: Class CW-PG40 1886x1911 (74x75) -Type FW
FL14527 RO II NEWS0002 Rev0,Ddf
WTP=12
Verified By: Robert 7. Amoruso, P.E. FL PE Lic. No.
49752
Created by Independent Third Party: Yes
Evaluation Reports
FL14527 RO AE Product Evaluation Report No.
1857 NewSouth V n -F RevO. df
Created by independent Third Party: Yes
Back Nett
http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDquxTVBj*riRcY... 10/19/2011
GENERAL NOTES:
1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED
TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE (FBC)
REQUIREMENTS AND AT THE DESIGN PRESSURES STATED
HEREIN. EXCLUDING FLORIDAS'HVHZ' ZONES
2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED
UPON SIGNED AND SEALED TEST REPORT 0A6965.01-50141
AND ASSOCIATED LABORATORY STAMPED DRAWINGS. THE
PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE TO
THE STANDARDS LISTED IN THE 2007 FLORIDA BUILDING
CODE (FBC) AND IS IN COMPLIANCE WITH SAID
STANDARDS.
3 ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE I
MASONRY AND 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
4. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
5. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE
SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT.
6 IN NON44VHZ AREAS WHERE WINDBORNE DEBRIS
PROTECTION REQUIREMENTS EXIST. USE OF AN IMPACT
PROTECTIVE SYSTEM COMPLYING WITH THE FBC
REQUIREMENTS FOR WINDBORNE DEBRIS REGIONS IS
REQUIRED FOR THE PRODUCT(S) HEREIN.
7 WINDOW MATERIAL: VINYL (PVC)
8 GLASS MEETS THE REQUIREMENTS OF ASTM E130044 SEE
GLAZING NOTES ON THIS SHEET.
9 DESIGNATION *0' STANDS FOR THE FOLLOWING:
0: FIXED PANEL
10. A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS
WAS NOT USED IN THE DESIGN OF THE PRODUCT(S)
SHOWN HEREIN WIND LOAD DURATION FACTOR (Cd - 1.6)
HAS BEEN USED FOR WOOD ANCHOR DESIGN.
NEWSOUTH WINDOW SOLUTIONS, LLC
R
VANTAGE VINYL PICTURE WINDOW
0
INSTALLATION ANCHORAGE DETAILS
U
W
I
O
m
r��� 1-•.aa.sTM-i a
INSTALLATION NOTES: f" --1 -----�
9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
I ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH HAVE A COST BE RROSION RESISTANT E OF IGN RESISTANT COATING MATERIAL OR
ANCHOR LOCATION SHOWN.1 9 1
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT
THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.
PRODUCT INSTALLATION. ANCHORS ARE TO MATCH TYPE, EDGE DISTANCE IS MEASURED FROM FREE EDGE OF 1°011—I" V
SIZE. AND EMBEDMENT OF THOSE SHOWN HEREIN FOR BBLOCK LOCK. EDGE OF MORTAR JOINT INTO FACE SHELL OF
RESPECTIVE SUBSTRATE. 0> p 08
3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ? � O Q 3 Z
WITH LOAD BEARING SHIM(S) MAXIMUM ALLOWABLE ACCORDANCE WITH ANCHOR MANUFACTURERS I i P e W O
SHIM SIZE IS 114 INCH. SHIM WHERE SPACE OF 1/8 INCH INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL L C e :15
OR GEATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS y p y F
OF HIGH DENSITY PLASTIC OR BETTER. THAN THE MINIMUM STRENGTH SPECIFIED BY THE
ANCHOR MANUFACTURER BELOW 0--".
0--
4 FOR INSTALLATION INTO WOOD FRAMING, USE 010 WOOD! SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 12 INCH 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTSyP ;Z
MINIMUM EMBEDMENT. HEREIN ARE BASED ON SUBSTRATE MATERIALS WfTH f THE FOLLOWING PROPERTIES: , 1 F aW
5. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE / L 00.
~ F
MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY, A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.42. y 2 Z
USE W16 INCH ITW ADVANCED THREADFORM B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF I I r�"0"�"� I Q W
TECHNOLOGY TAPCONS OR EQUAL OF SUFFICIENT 2000 PSI Irx
r---- ---t Z �0
LENGTH TO ACHIEVE 1 INCH MINIMUM EMBEDMENT FOR C MASONRY - STRENGTH CONFORMANCE TO ASTM CAO, CMU BLOCK AND 1 112 INCH MINIMUM EMBEDMENT FOR GRADE N, TYPE 1 (OR GREATER). E�1CONCRETE. 12 AT INSTALLERSOPTION A'LOW IMPACT' EXPANDED u\I
POLYSTYRENE FOAM SORROUND MAY BE USED.
6. ALTERNATE CONCRETE / MASONRY INSTALLATION
SHEET REV
SHEET DESCRIPTION
ANCHORS OF EQUIVALENT PERFORMANCE
GENERAL AND INSTALLATION NOTES
2
CHARACTERISTICS CAN BE USED UPON APPROVAL OF
THE ARCHITECT OR ENGINEER OF RECORD FOR THE
f 1
r l
PROJECT OF INSTALLATION
VERTICAL SECTIONS
`
VERTICAL SECTIONS
`
HORIZONTAL SECTIONS
7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE
WALL FINISHES (INCLUDING BUT NOT LIMITED TO
STUCCO. FOAM. BRICK VENEER. AND SIDING)
DESIGN PRESSURE RATING (PSF) - REPLACEMENT 6 NEW CONSTRUCTION CONFIGURATIONS
WINDOW SIZE (UP TO MAX. DESIGN GLAZING CONFIGURATIONS
AND INCLUDING) (IN) PRESSURE (PSF) CONFIGURATION
84 X 48 .50 NO 1 NEW CONSTRUCTION
84 X 48 .55 NOA REPLACEMENT
74 X 75 140 NO2 NEW CONSTRUCTION
74 X 75 + 55 NO.2 REPLACEMENT
NOTES:
1 GLAZING CONF. NO. 1 7/8' I.G.U. WITH 2 LITES OF 3/16' ANNEALED GLASS
2 GLAZING CONF. NO. 2:718' I.G.U. WITH 2 LITES OF 1/4' ANNEALED GLASS
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE
OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW
SHAPE WITHIN RECTANGLE AS SHOWN IN DOTTED LINES AND
OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES
TABLE OF CONTENTS
SHEET REV
SHEET DESCRIPTION
1
GENERAL AND INSTALLATION NOTES
2
ELEVATION AND ANCHOR LAYOUT (1)
3
ELEVATION AND ANCHOR LAYOUT (2)
4
VERTICAL SECTIONS
5
VERTICAL SECTIONS
6
HORIZONTAL SECTIONS
961
Z
Robert J Amorino, P E.
FL P.E. No. 49752
PTC PDG, LLC
PO Box 520775
Longwood, FL
37252-0775
FBPE Certification of
Authorization No. 25935
F
MAX. OA.
FRAME
HEI HT
64' MAX. OA.
FRAME WIDTH
ELEVATION
NEW CONSTRUCTION &
REPLACEMENT FRAME
EXTERIOR VIEW
3' MAX. FROM 3' MAX. FROM
CORNERS (TYP) .00' MAX. CORNERS (TYP)
O.C. TYR
3' MAX. FROM
CORNERS (TYP)
# 10 WOOD SCREW
TYP. ANCHOR
10.50' MAX.
O.C. (TYP.)
3' MAX. FROM
CORNERS ('TYP)
ANCHOR LAYOUT
REPLACEMENT FRAME
2 BY WOOD BUCK/WOOD FRAME
D.P. 55.0 PSF
EXTERIOR VIEW
3' MAX. FROM j
CORNERS (TYP)
ANCHOR LAYOUT
REPLACEMENT FRAME
MASONRY/CONCRETE
D.P. 55.0 PSF
EXTERIOR VIEW
4' MAX. FROM L—
4' MAX. FROM
CORNERS (TYP)
O00'
8.
AW MAX.
O.C. TYP.
I J�
3' MAX. FROM
CORNERS (TYP)9.5'
MAX.
MAX.
3' MAX. FROM
CORNERS (TYP)
0
c
r
CORNERS (TYP)
O.C. TYP.
ANCHOR LAYOUT
3' MAX. FROM
-CORNERS
I (TYP)
z
3' MAX. FROM j
CORNERS (TYP)
ANCHOR LAYOUT
REPLACEMENT FRAME
MASONRY/CONCRETE
D.P. 55.0 PSF
EXTERIOR VIEW
4' MAX. FROM L—
4' MAX. FROM
CORNERS (TYP)
O00'
8.
AW MAX.
O.C. TYP.
I J�
MAX.
.C. (TYP.)
4' MAX. FROM
r
CORNERS (TYP)
w
w
3 /16' TAPCON w
TYP. ANCHOR 0.
e
a
a�
O0a
ad0 00
33
0:0 > �
o:u< IY
0
LL J
m j z<
OQ WO
S�QQ �R
N W Snn
4' MAX. FROM
CORNERS (TYP)
Robert J. Amon so. P.E.
# 10 WOOD SCREW
FL P.E. No, 49752
TYP. ANCHOR
WOOD FRAME
D.P. 50.0 PSF
EXTERIOR VIEW
Qt No 49753 • 0-3
STATE f
hs�i ino
PTC PDG. LLC
PO Box 520775
Longwood•FL
37252-0775
FSPE Certllkation of
Authorization No. 25935
4' MAX. FROM
r
CORNERS (TYP)
ANCHOR LAYOUT
NEW CONSTRUCTION FRAME
WOOD FRAME
D.P. 50.0 PSF
EXTERIOR VIEW
Qt No 49753 • 0-3
STATE f
hs�i ino
PTC PDG. LLC
PO Box 520775
Longwood•FL
37252-0775
FSPE Certllkation of
Authorization No. 25935
7'
MAX. O.A.
FRAME
HEIG HT
ELEVATION
NEW CONSTRUCTION &
REPLACEMENT FRAME
EXTERIOR VIEW
3' MAX. FROM
CORNERS (TYP) 7.50' MAX.
O.C. TYP. 3' MAX. FROM
3' MAX. FROM CORNERS (TYP)
CORNERS (TYP)
7.60' MAX. # 10 WOOD SCREW
O.C. (TYP.) TYP. ANCHOR
3' MAX. FROM
CORNERS (TYP)
ANCHOR LAYOUT
REPLACEMENT FRAME
2 BY WOOD BUCK/WOOD FRAME
D.P. 55.0 PSF
EXTERIOR VIEW
CORNERS (TYP)
3' MAX. FROM
EcORNERS (TYP)
I.
3.60' MAX.
r O.C. TYPI
FT
I i-- -
.
13.8(' MAX.
O.C. (TYP.)
_
CORNERS (TYP)
4c
3' MAX. FROM
CORNERS MP)
3' MAX. FROM
.CC . TYP.
11�620-MAX.
8.30' MAX.
a
_
CORNERS (TYP)
4c
3 /16' TAPCON
TYP. ANCHOR
2
V
W
0.
a
ANCHOR LAYOUT
REPLACEMENT FRAME
MASONRY/CONCRETE
CORNERS (TYP)r
FROM
D.P. 55.0 PSF
EXTERIOR VIEW
4' MAX. FROM
CORNERS (TYP)
CORNERS (TYP)
.CC . TYP.
11�620-MAX.
8.30' MAX.
O.C.(TYP.)
J_
T
0 10 WOOD SCREW
TYP ANCHOR
4' MAX. FROM J
CORNERS(TYP) ANCHOR LAYOUT
NEW CONSTRUCTION FRAME
WOOD FRAME
D.P. 40.0 PSF
EXTERIOR VIEW
m
a4Z
O0a g W
'a' a 3 3
.j W K N
0 "C i
omc a
LL <
Q
Z
<�5z
sLuo d�dQQ
Robert J. Amoruso. P.E.
FL P.E. No. 49752
No 427$2
STATE bf
PTC PDG, LLC
PO Box 520775
Longwood. FL
37252-0775
FBPE Certification of
Authorization No. 25935
Y MIN EDGE DISTANCE CMU
f
1-16' MIN. EDGE DISTANCE
CONCRETE
3116' TAPCON
OQ�
d
INSTALLATION
CONCRETE/MASONRY
ANCHOR
BY OTHERS
.
SEALANT BETWEEN WOOD
••
BUCK A CONCRETE OR a
•� . 1 V2' MIN. EMBEDMENT CONCRETE
MASONRY BY OTHERS
1 • '• G 'MIN. EMBEDMENT CMU
1X WOOD BUCK
SHIM
BY OTHERS
1.1/2' MIN.EMBEDMENT
EXTERIOR FINISH
BY OTHERS
1/4' MAX
SHIM
PERIMETER SEALANT
BY OTHERS EXTERIOR
1
SEE GLAZING NOTES �\
INTERIOR
ON SHEET I
VERTICAL SECTION
B
CONCRETE SUBSTRATE
SEE GLAZING NOTES
ON SHEET I1
INTERIOR
PERIMETER SEALANT BY EXTERIOR
S
OTHER
EXTERIOR FINISH
BY OTHERS_ -
SEALANT BETWEEN SILL 6 1 112' MIN. EMBEDMENT CONCRETE
CONCRETE OR MASONRY I' MIN. EMBEDMENT CMU
BY OTHERS •�
CONCRETE/ MASONRY • • • 311W TAPCON
BY OTHERS INSTALLATION
ANCHOR
Y MIN. EDGE DISTANCE CMU
1-1/B' MIN. EDGE DISTANCE
CONCRETE
A VERTICAL SECTION
CONCRETE SUBSTRATE
1.1/2' MIN. EMBEDMENT
2X WOOD FRAME BY OTHERS
EXTERIOR SHEATHING
BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
010 WOOD SCREW
f
INSTALLATION ANCHOR
N
HERS
BY OTHERS JJ/��IJ'��Ij
OQ�
d
pfl�tUy4
SHEATHING BY OTHERS
3/4' MIN. EDGE 01ST.
z
2X WOO BY OTHERS
U
LU
1/4' MAX
0
SHIM
K
1.1/2' MIN.EMBEDMENT
n
/ INTERIOR
SEE GLAZING NOTES
ON SHEET 1
U VERTICAL SECTION
WOOD FRAME SUBSTRATE
EXTERIOR
INTERIOR
PERIMETER SEALNT BY
OTHERS
al
m
atj°
zil
ccz
a e - V)
WZ
o�G6�s Z
0 UN 6 tr
CL
1a►�>a
Ya zF
C�>W
L)>
z k
z � $$
RODen J. Amontso. P.E.
FL P.E. No. 49752
3/4' MIN.
EDGE DISTANCE
EXTERIOR I
f
HERS
BY OTHERS JJ/��IJ'��Ij
pfl�tUy4
SHEATHING BY OTHERS
P IWES44
2X WOO BY OTHERS
Mt0 WOOD SCREW
���� F
�' 1b 40732
INSTALLATION ANCHOR
1.1/2' MIN.EMBEDMENT
VERTICAL SECTION�3°FSBo
STATE OT
C WOOD FRAME SUBSTRATE
R%9
y�ygNnLn�
PTC PDG, LLC
PO Box 520775
Longwood.FL
37252-0775
FBPE Cenl0e0tbn of
Authoriza= No. 25935
t
a
314• MIN. EDGE DISTANCE
o)
4
2X WOOD FRAME BY OTHERS
WOOD SCREW
0
1
INS
NSTALLATION ANCHOR
EXTERIOR SHEATHING
C)
Z
BY OTHERS
1.1lY MIN. EMBEDMENT
U
EXTERIOR FINISH
Lu !!
BY OTHERS`
OPTIONAL FLANGE
K
a
PERIMETER SEALANTF
BY OTHERSHIM2'
MIN. EDGE DISTANCE CMU1.1/8'MIN.
IOR
EDGE DISTANCEEXTERIOR
CONCRETE 3118' TAPCONINSTALLATION=zCONCRETE/
MASONRY
ANCHOR
O e z
GLAZING
SHEETS
BY OTHERS
a w z H
SEALANT BETWEEN WOOD•
�
p � � co G17.'
VERTICAL SECTION
BUCK CONCRETE OR
11/2' MIN. EMBEDMENT CONCRETE
ym ° �"jw €
I'
2 BY WOOD FRAME
MASONRY BY OTHERS1
• Q 1' MIN. EMBEDMENT CMU
C rc p J 2
SUBSTRATE
1% WOOD BUCK-
O Q LL J Q
z L)
BY OTHERS
Y u
sof �w
EXTERIOR FINISH
NIOR
w�
Cs ~ Q t aR
BY OTHERS
114'•
to i $p
PERIMETER SEALANT BY
SHIM
OTHERS EX
'
SEE GLAZING NOTES
1
INTERIOR
ON SHEET 1
\
SEE GLAZING NOTES
1 INTERIOR
ON SHEET 1
EXTERIOR
#10DSCREW
NSTALUTIONMICHOR
(�NSTALLATION
VERTICAL SECTION
PERIMETER SEALANT
CONCRETE SUBSTRATE
J. Amonrso. P.E.
BY OTHERSRobert
WITHOUT OPTIONAL
FL P.E. No. 49752
OPTIONAL FLANGE
1-12' MIN. EMBEDMENT
FLANGE WITH HEAD SHOWN, SIMILAR
FOR SILL AND JAMBS
EXTERIOR SHEATHING
BY OTHERS
EXTERIOR FINISH
��.nmeN
�IIES•,4.��
- BY OTHERS
,apt
��P,;``�EN3f�O9la4s
' L
Mo 49762
tai
�
314' MIN. EDGE DISTANCE
2X WOOD FRAME BY OTHERS
STATE F
TAT F
•
O .•0�`�C
L110
�yhS�4
AiNQa�r
VERTICAL SECTION
E
2 BY WOOD FRAME
PTC PDG. LLC
PO Box 520775
SUBSTRATE
Longwood. FL
37252-0775
FBPE CeNlleation of
Authorization No. 25935
1' MIN. EMBEDMENT CMU
1 VY MW. EMBEDMENT CONCRETE
114' MAX. SHIM
•*11,11MRIOR
7 MIN. EDGE DISTANCE CMU
1.116' SAW. EDGE DISTANCE
CONCRETE
3/16' TAPCON
INSTALLATION
ANCHOR
J —PERIMETER SEALANT
BY OTHERS
l MASONRY
BY OTHERS 1X WOOD BUCK EXTERIOR FINISH
BY OTHERS BY OTHERS
SEALANT BETWEEN
WOOD SUCK 6
CONCRETE OR
MASONRY BY OTHERS
H HORIZONTAL SECTION
CONCRETE / MASONRY SUBSTRATE
3/4' MIN. EDGE DISTANCE
1/4' MAX. SHIM
2X WOOD FRAME
BY OTHERS
INTERIOR
1 -VC MIN.
EMBEDMENT
SEE GLAZING NOTES
ON SHEET 1�
9f0 WOOD SCREW
ANCHOR
EXTERIOR
PERIMETER SEALANT BY
OTHERS
EXTERIOR FINISH SHEATHING BY OTHERS
BY OTHERS
HORIZONTAL SECTION
WOOD FRAME SUBSTRATE
1-12' MIN. EMBEDMENT -
1/4' MAIC. SHIM
INTERIOR
3/4' MIN.
EDGE DISTANCE
MID WOOD SCREW
EXTERIORmomANCHOR
2X WOOD FRAME
PERIMETER SEALANT BY OTHERS
BY OTHERS
EXTERIOR FINISH SHEATHING BY OTHERS
BY OTHERS
0I HORIZONTAL SECTION
2 BY WOOD FRAME SUBSTRATE
O
j [ 5StA
Robert J. Amonlw, P.E.
FL P.E. No. 49752
we 49799
PTC PDG, LLC
PO Box 520775
Longwood,FL
37252-0775
FBPE CertlBeatlon of
Authortutlon No. 25935
Florida Building Code OPE p M IT #
OFFICEPage 1 of 2
Business • Professional Regula1 •
159
Fbida Dpd SCIS Home I Lop In I User Registration I Hot Topics I Submit Surcharge I Stats a Facts I Publications Fac Stag SCIS Site Map I Unks I Search
Busines
Professi -al ®Product Approval
USER: Public user
Regulation
Product Approval Menu > Product or Aoolication Search > Application Ust > Application Detail
FL #
FL14543
Application Type
New
Code Version
2007
Application Status
Approved
Comments
Archived
:_ I
Product Manufacturer NewSouth Window Solutions
Address/Phone/Email 4901 oak fair blvd
tampa, FL 33610
(513)284-0129
danochsteln@newsouthwindow.com
Authorized Signature daniel ochstein
danochstein@newsouthwindow.com
Technical Representative Dan Ochstein
Address/Phone/Email 4901 Oak Fair Blvd
Tampa, FL 33610
(813)626-6000
danochsteln@newsouthwindow.com
Quality Assurance Representative Dan Ochstein
Address/Phone/Email 4901 Oak Fair Blvd
Tampa, FL 33610
(813)626-6000
danochsteln@newsouthwindow.com
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
7 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Robert J. Amoruso
developed the Evaluation Report
Florida License PE -49752
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/30/2021
Validated By Steven M. Urich, PE
::1 Validation Checklist - Hardcopy Received
Certificate of Independence FL14543 RO COI CertificateOflndependenceN01859 NewSouth-
Mullion Rev0.odf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
http://www. floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDquxTV Bj riRcY... 10/19/2011
, Florida Building Code Online
Sections from the Code
1609.1.2
1714.5.5
R301.2.1
R613.7
Product Approval Method Method 2 Option B
Date Submitted
04/27/2011
Date Validated
04/28/2011
Date Pending FBC Approval
05/03/2011
Date Approved
06/07/2011
Page 2 of 2
Summary of Products
FL
Model, Number or
Description
Name
14543.1
Vantage, (Vantage,
Vantage, (Vantage, eVantage Vinyl Window Mullion System
eVantage Mullion
Limits of Use
Installation Instructions
Approved for use In
FL14543 RO 11 ComplianceInstallationReportNol755e So n Revo.pdf
Verified By: Robert). Amoruso, P.E. FL PE Lic. No. 49752
HVHZ: No
Approved for use outside
Created by Independent Third Party: Yes
HVHZ: Yes
Evaluation Reports
Impact Resistant: Yes
FL14543 RO AE Certificate of Participation NewSouth.Ddf
Design Pressure: N/A
FL14543 RO AE Prod uctEvaluationReportNo1859 NewSouth Mullion RevO.Ddf
Created by Independent Third Party: Yes
Other: See Product
Evaluation Report No. 1859
and Code Compliance and
Installation etall Report No.
1755 for Design Pressure and
Limits of Use.
Back Neyt
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399
The State of Florida Is an AA/EEO employer. Copvrioht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, e-mail addresses are public records If you do not want your e-mail address released In response to a public -records request, do not
send electronic mall to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions regarding DBPR's ADA web
accessibility, please contact our Web Master at webmasterl®dbor.state.R.us.
Product Approval Accepts:
®®�49E
%'m-uritvxskTRICS
Vrrl11lan
trva•d
.uvr�
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcY... 10/19/2011
NewSouth Window Solutions
4901 Oak Fair Boulevard
Tampa, FL 33610-5814
TITLE:
MULLION CODE COMPLIANCE REPORT
AND INSTALLATION DETAILS
FOR VERTICAL AND HORIZONTAL MULLION
SERIES: 5902 Aluminum Reinforcing Mullion
Vertical and Horizontal
PROJECT NO.: 411-0106
REPORT NO.: 1755
DATE: 4/26/2011
Prepared by:
PTC Product Design Group, LLC
PO Box 520775
Longwood, Florida 32750
Phone: (321)690-1788
Fax: (321-) 690-1789
`o,���e�eeeee�eo�oi
O� IpMES
0�Q� ��G E iv SF•o9G •,�
Q No 49752 •.,0�%
STATE OF
pID
Ci
�000.►�o��®N A���?���
Robert J. Amoruso, P.E.
Florida P.E. No. 49752
PTC, LLC FBPE Certification of Authorization No. 25935
J111110—t
p' a
Client: NewSouth
Project #: 411-0106
Report q: 1755
Prepared by: JRM
PTC, LLC, Inc. Date: 4/26/2011
PO Box 520775 Page 2 of : 14
Longwood, FL 32750 PH (321-690-1788)
SCOPE: PTC, LLC was contracted by NewSouth Window Solutions to perform engineering evaluations of various mulled window
combinations. This report will be based on using the properties of the aluminum reinforcing mull only, and does not include the
section properties of the window jambs as demonstrated in the section property section of this report, by evaluation of possible
groupings of mullions based on stand alone mullion section property in accordance with the 2007 FBC Section 1714.5.5 and
2007 FRC Section R613.7.
PRODUCT APPLICABILITY:
This report is applicable to the following NewSouth Window Solutions product lines and types only.
1. Product Lines
a. Series Vantage (Window Products)
b. Series iVantage (Window Products, Windzone 3)
C. Series evantage (Window Products)
2. Product Types
NewSouth Window Solutions
a. Double Hung Window
b. Picture Window
C. Horizontal Sliding Window
3. Product Materials
a. Extruded Polyvinyl Chloride (PVC) window frames.
b. Extruded aluminum for mullion reinforcing member.
The tributary areas are identified and calculated. These results are used to calculate the maximum pressure that
the product can withstand without exceeding the allowable stresses or deflection. The minimum of these results is
selected and defined as the design pressure for the product. Mullion stress and deflection is calculated using the
AAMA 203-98 load distribution method.
For each mullion configuration, spreadsheet programs are used to calculate the apparent EI and equivalent I,
a design pressure verification using equivalent I, and alternate spans from the design pressure calculation.
ROBERT J. AMORU50, P.E.
F.B.P.E. CERTIFICATE OF AUTHORIZTION NO. 25935 FL. NO. 49752
mm"
F' a
Client: NewSouth Window
Project #: 411-0106
Report q: 1755
Prepared by: JRM
PTC, LLC, Inc. Date: 4/26/2011
PO Box 520775 Page 3 of: 14
Longwood, FL 32750 PH (321.690.1788)
ANALYSIS METHODOLOGY -
The following methodology was used to develop the Load width span tables presented in this report.
1. Determine the allowable design pressure (D.P.) based on the actual shear stress, bending stress, deflection and mullion
reactions as compared to their respect design allowables.
2. All section properties determined by the individual component section of the aluminum reinforcing mullion
based on cross sections provided by the client for verifying Moment of Inertia (1) and section Modulus (Z)
will be used. Area as it is related to shear stress does not govern design so it is not a deciding factor of the worst
case section.
3. Using the section properties of the aluminum mull only and not considering the additional strength of window jambs the
Modulus of Elasticity (1) compute the overall apparent section properties.
4. Use the properties determined above in determining the load width/span tables.
5. Analysis based on:
a. Horizontal Shear Stress = PIA (psi)
b. Bending Stress = Mc/1= M/Z (psi)
L M = bending moment and is equal to M/Kj
ii. Kf is moment coefficient based on trapezoidal load distribution.
c. Deflection = WL 3 / KdEI
i. Kd is deflection coefficient based on trapezoidal distribution.
ii. W is load on mullion in Lbs. = wL where w is distributed load in Lbs/in and L in mullion span inches.
d. Mullion End Load Reactions
i. Based on trapezoidal load on mullion resolved into total load distributed to each end of mullion
equally.
6. Load Width/Span Tables based on:
a. Solving for the allowable design pressure (D.P.) considering various window sizes and mullion spans.
7. REFERENCED DOCUMENTS:
1. AAMA-A450-06 (engineering analysis presented in this report used Section 8.5, Option 3 for reference only - mulled
assembly air infiltration and water penetration not tested).
2. AAMA-103.3-93, Procedural Guide - AAMA Certification Program
3. AAMA 203-98, Procedural guide - WINS.
4. Aluminum Design Manual (ADM), 2005
5. 2005 National Design specification (N.D.S.) For Wood Construction Manual.
6. 2007 FBC Section 1714.5.5 and 2007 FRC Section R613.7 titled Mullions occurring between individual window
and glass door assemblies .
ROBERT J. AMORUSO, P.E.
F.B.P.E. CERTIFICATE OF AUTHORIVION NO. 25935 FL. NO. 49752
Mullion End Clip 5951 (Wood Frame)
Material: Extruded aluminum 6063-T6
Clip to Mull: The end clips are secured to each end of aluminum reinforcing mullion by directly inserting end clip into eac
mullion end, which creates a pin connection.
Clip to Substrate: For anchor strap attachment to wood frame substrates use a total of four (4)1!10 x 2" long or longer wood s.
per each clip leg into the installation bucking or frame with a minimum of 11/2" embedment into substrate
and maintaining at least 7/8" minimum edge distance is required based on the analysis of this report for
development of the load width span. (See Detail A)
Boa srnucn
%LUMINUM)
Detail A
Mullion Anchor Clip (Wood Frame Substrate)
ROBERT J. AMORUSO, P.E.
F.B.P.E. CERTIFICATE OF AUTHORRTION NO. 25935 FL. NO. 49752
Client: NewSouth Window
Project M: 411-0106
FIL
Report a: 1755
Prepared by: 1RMRM
PTC, LLC, Inc.
Date: 4/26/2011
PO Box 520775
Page 4 of: 14
Longwood, FL 32750 PH (321-690-1788)
Mullion End Clip 5951 (Wood Frame)
Material: Extruded aluminum 6063-T6
Clip to Mull: The end clips are secured to each end of aluminum reinforcing mullion by directly inserting end clip into eac
mullion end, which creates a pin connection.
Clip to Substrate: For anchor strap attachment to wood frame substrates use a total of four (4)1!10 x 2" long or longer wood s.
per each clip leg into the installation bucking or frame with a minimum of 11/2" embedment into substrate
and maintaining at least 7/8" minimum edge distance is required based on the analysis of this report for
development of the load width span. (See Detail A)
Boa srnucn
%LUMINUM)
Detail A
Mullion Anchor Clip (Wood Frame Substrate)
ROBERT J. AMORUSO, P.E.
F.B.P.E. CERTIFICATE OF AUTHORRTION NO. 25935 FL. NO. 49752
__"
Client: NewSouth Window
GM END ANCHOR
Project q: 411.0106
�, �
Report s: 1755
Prepared by: JRM
PTC, LLC, int.
Date: 4/26/2011
PO Box 520775
Page 5 of: 14
Longwood, FL 32750 PH (321-690.1788)
Mullion End Clip 5951(Masonry/Concrete)
Material: Extruded aluminum 6063-T6
Clip to Mull: The end clips are secured to each end of aluminum reinforcing mullion by directly inserting end clip into each
mullion end, which creates a pin connection.
Clip to For anchor strap attachment to masonry/concrete substrates use a total of two (2) 3/16" diam.
Substrate: ITW Tapcon Advanced Threadform Tech. anchors
per each clip leg into the installation substrates with a minimum of 1" embedment into cmu substrate and
11/2" embedment for concrete, and maintaining at least a minimum of 2" edge distance for cmu and 11/8" edge
distances for concrete and at least 2-1/4" spacing between anchors is required based on the analysis
of this report for the development of the load width spans. (See detail B).
Mullion Anchor Clip (Masonry/Concrete Frame Substrate)
Detail B I 1 I
Sim STMXTUMAI M1AUON
VIU MA4
Mr MASONW AN04M
Yew 5"1 M"ON
GM END ANCHOR
D s
n
I
1• EA®EOI� l F(P CMU
v n
D
AND 1 Jr FORCONMTE
v v
v
v
F—rf WANDI RAtlNNE—.i
FORCONMTE
ROBERT J. AMORUSO, P.E.
F.B.P.E. CERTIFICATE OF AUTHORRTION NO. 25935 FL. NO. 49752
�S—
PTC, LLC, inc.
PO Box 520775
Longwood, FL 32750 PH 1321-690-1788)
Mullion End Clip 5951 @ Intersect (Vertical/Horizontal)
Material: Extruded aluminum 6063-T6
Client: NewSouth Window
Project #: 411-0106
Report 11: 1755
Prepared by: JRM
Date: 4/26/2011
Page 6 of: 14
Clip to Mull: The end clips are secured to each end of aluminum reinforcing mullion by directly inserting end clip into each
mullion end, which creates a pin connection.
Clip to For anchor strap attachment from vertical mullion to underside of horizontal to aluminum member use a total of
Intersect: two (2) # 10 self tapping tek screws per clip leg with a minimum of three thread pitch for embedment is required
based on the analysis of this report for the development of the load width spans. (See detail Q.
Mullion End Anchor Clip @ Intersect
Detail C
# 10 TEK SCREW5902 STRUCTURAL MULLION
ANCHOR ---7, /-HORIZONTAL (ALUMINUM)
5951 MULLION
ANCHOR
5902 STRUCTURAL MULLION
VERTICAL (ALUMINUM)
ROBERT J. AMORLISO, P.E.
F.B.P.E. CERTIFICATE OF ALITHORIVION NO. 25935 FL. NO. 49752
---
Client: NewSouth Window
No. 10 Wood Screw
Prosect 06
3/16" Diam. Tapcon
Report #: p: 1755 1755
4
Prepared by: JAM
PTC, LLC, Inc.
Date: 4/26/2011
PO Box 520775
Page 7 of: 14
Longwood, FL 32750 PH (321-690-1788)
32 50.0
LOAD WIDTH a(WI ♦W2)/2
1) This table applies to multi -wide combination using a
Vertical Structural Mullion.
2) LOAD WIDTH must be calculated using two largest
adjacent (side by side) window widths.
3) Mull spans are restricted to the longest span shown in
the Table.
4) For Mull spans between those shown in the table, use
the next longerst span.
5) Windows may be Fixed, Sliding, Double Hung
Windows.
6) Allowable pressures on the mulled assembly shall be
controlled by the lesser of the mullion or individual
window unit.
7) See sheet 4 & 5 for anchor requirements on this report.
Clip
Qty.
No. 10 Wood Screw
Concrete Screw
3/16" Diam. Tapcon
5951
4
2
MULLION TABLE 1
VERTICAL SPAN
Aluminum Reinforcing Mull 5902 and S9S3 clip
MULL SPAN
LOAD D.P. (PSF)
WIDTH
MULL
SPAN
LOAD D.P (PSF)
WIDTH
24
28 50.0
54
28 50.0
30 50.0
30 50.0
32 50.0
32 50.0
34 50.0
34 50.0
36 50.0
36 50.0
38 50.0
38 50.0
40 50.0
40 50.0
42 50.0
42 50.0
44 50.0
44 50.0
30
28 50.0
60
28 50.0
30 50.0
30 50.0
32 50.0
32 50.0
34 Soo
34 50.0
36 50.0
36 50.0
38 50.0
38 50.0
40 50.0
40 50.0
42 50.0
42 50.0
44 50.0
44 50.0
36
28 50.0
66
28 50.0
30 50.0
30 50.0
32 50.0
32 50.0
34 50.0
34 50.0
36 50.0
36 50.0
38 50.0
38 50.0
40 50.0
40 50.0
42 50.0
42 50.0
44 50.0
44 50.0
42
28 50.0
72
28 50.0
30 50.0
30 50.0
32 50.0
32 50.0
34 50.0
34 50.0
36 50.0
36 50.0
38 50.0
38 48.3
40 50.0
40 46.8
42 50.0
42 45.4
44 50.0
44 44.2
48
28 50.0
75
28 50.0
30 50.0
30 50.0
32 50.0
32 50.0
34 50.0
34 48.0
36 50.0
36 45.8
38 50.0
38 43.9
40 50.0
40 42.2
42 50.0
42 40.7
44 50.0
44 39.3
ROBERT). AMORUSO, P.E.
F B P E CERTIFICATE OF AUTHORIZATION 25935 FLA. NO. 49752
MULL SPAN -{
I
N
3
1
LOAD WIDTH = (WI + W2) / 2
1) This table applies to any multi -wide, 2 -high
combination Horizontal Mullion. See Table 2.1 for
Vertical Mullion type and Rating on sheet 8.
2) LOAD WIDTH must be calculated using two largest
adjacent (side by side) window widths.
3) Mull spans are restricted to the longest span
shown in the Table.
4) For Mull spans between those shown in the table,
use the next longerst span.
5) Windows may be Fixed, Sliding, Double Hung
Windows.
6) Allowable pressures on the mulled assembly shall
be controlled by the lesser of the mullion or
individual window unit.
7) See sheet 4 & 5 for anchor requirements on this report.
Clip
Client: NewSouth Window
---
Project 11: 411-0106
3/16" Diam.Tapcon
b: 2755
P. firReport
Prepared by: JRMRM
PTC, LLC, Inc.
Date: 4/26/2011
PO Box 520775
Page 8 of : 14
Longwood, FL 32750 PH (321.690.1788)
36 50.0
MULL SPAN -{
I
N
3
1
LOAD WIDTH = (WI + W2) / 2
1) This table applies to any multi -wide, 2 -high
combination Horizontal Mullion. See Table 2.1 for
Vertical Mullion type and Rating on sheet 8.
2) LOAD WIDTH must be calculated using two largest
adjacent (side by side) window widths.
3) Mull spans are restricted to the longest span
shown in the Table.
4) For Mull spans between those shown in the table,
use the next longerst span.
5) Windows may be Fixed, Sliding, Double Hung
Windows.
6) Allowable pressures on the mulled assembly shall
be controlled by the lesser of the mullion or
individual window unit.
7) See sheet 4 & 5 for anchor requirements on this report.
Clip
City.
No. 10 Wood Screw
Concrete Screw
3/16" Diam.Tapcon
5951
4
2
MULLION TABLE 2.0
HORIZONTAL SPAN
Aluminum Reinforcing Mullion S902 & 5951 Cllp
MULL
SPAN
(in.)
LOAD
WIDTH D.P.(PSF)
(in.)
MULL
SPAN
(in.)
LOAD
WIDTH D.P.(PSF)
(in.)
48
24 50.0
72
24 48.3
30 50.0
30 45.3
36 50.0
36 50.0
42 50.0
42 45.3
48 50.0
48 41.6
54 50.0
54 38.8
60 50.0
60 36.5
66 50.0
6 34.8
F762::
72 50.0
33.4
54
24 50.0
78
24 42.1
30 50.0
30 39.5
36 50.0
36 37.4
42 50.0
42 38.0
48 50.0
48 34.4
54 50.0
54 31.6
60 50.0
60 29.4
66 50.0
66 27.6
72 50.0
72 26.1
60
24 50.0
88
24 34.2
30 50.0
30 32.1
36 50.0
36 29.1
42 50.0
42 25.8
48 50.0
48 23.3
54 50.0
54 21.3
60 48.1
60 19.7
66 46.2
66 18.5
72 44.9
72 17.4
66
24 50.0
30 50.0
36 50.0
42 50.0
48 47.0
54 43.9
1.6
60r38.3
669.7
72
ROBERT J. AMORU50, P.E.
F.B.P.E. CERTIFICATE OF AUTHORIZATION NO. 25935 FL. NO. 49752
LOAD WIDTH = (Wl+ W211/2
1) This table applies to multi -wide combination
using a Vertical Structural Mullion that intersects
with the horizontal mullion on table 2.0 on sheet 7.
2) LOAD WIDTH must be calculated using two
largest adjacent (side by side) window widths.
3) Mull spans are restricted to the longest span
shown in the Table.
4) For Mull spans between those shown in the table,
use the next longerst span.
S) Windows may be Fixed, Sliding, Single Hung
Windows.
6) Allowable pressures on the mulled assembly shall
be controlled by the lesser of the mullion or
individual window unit.
7) See sheet 6 for anchor requirements on this report.
Clip
Client: NewSouth Window Solutions
---
Project p: 411-0106
screw
Report a:
2
Prepared by: JRM 1RM
PTC, LLC, Inc.
Date: 4/26/2011
PO Box 520775
Page 9 of: 14
Longwood, FL 32750 PH (321-690.1788)
32 50.0
LOAD WIDTH = (Wl+ W211/2
1) This table applies to multi -wide combination
using a Vertical Structural Mullion that intersects
with the horizontal mullion on table 2.0 on sheet 7.
2) LOAD WIDTH must be calculated using two
largest adjacent (side by side) window widths.
3) Mull spans are restricted to the longest span
shown in the Table.
4) For Mull spans between those shown in the table,
use the next longerst span.
S) Windows may be Fixed, Sliding, Single Hung
Windows.
6) Allowable pressures on the mulled assembly shall
be controlled by the lesser of the mullion or
individual window unit.
7) See sheet 6 for anchor requirements on this report.
Clip
Qty.
No. 10 Self tapping
LOAD D.P. (PSF)
WIDTH
screw
5951
2
MULLION TABLE 2.1
Vertical Reinforcing Mull Analysis for Tables 2.2 (vertical mull side-by-
side). Covers the transom and window heights shown In Tables 2.0 for
5902 mullion & 9551 Clip
MULL
SPAN
LOAD D.P. (PSF)
WIDTH
MULL
SPAN
LOAD WIDTH D.P. (PSF)
24
28 50.0
48
28 50.0
30 50.0
30 50.0
32 50.0
32 50.0
34 50.0
34 50.0
36 50.0
36 50.0
38 50.0
38 50.0
40 50.0
40 50.0
42 50.0
42 50.0
44 50.0
44 50.0
30
28 50.0
54
28 50.0
30 50.0
30 50.0
32 50.0
32 50.0
34 50.0
34 50.0
36 50.0
36 50.0
38 50.0
38 50.0
40 50.0
40 50.0
42 50.0
42 50.0
44 50.0
44 50.0
36
28 50.0
60
28 50.0
30 50.0
30 50.0
32 50.0
32 50.0
34 50.0
34 50.0
36 50.0
36 50.0
38 50.0
38 50.0
40 50.0
40 50.0
42 50.0
42 1 50.0
44 50.0
44 50.0
42
28 50.0
66
28 50.0
30 50.0
30 50.0
32 50.0
32 50.0
34 50.0
34 50.0
36 50.0
36 50.0
38 50.0
38 50.0
40 50.0
40 50.0
42 50.0
42 50.0
44 50.0
44 50.0
72
28 50.0
30 50.0
32 S0.0
34 50.0
36 50.0
38 50.0
40 48.2
42 46.5
44 45.0
LOAD WIDTH = (WI + W2)/2
1) This chart applies to one -wide and multi -high
combinations with a Horizontal Structural Mullion.
2) LOAD WIDTH must be calculated using two
largest adjacent (side by side) window widths.
3) Mull spans are restricted to the longest span
shown In the Table.
4) For Mull spans between those shown in the
table, use the next longerst span.
5) Windows may be Fixed, Sliding, Single Hung
Windows.
6) Allowable pressures on the mulled assembly
shall be controlled by the lesser of the mullion or
individual window unit.
Clip
Client, NewSouth
---
Project a: 411.0106
O,
Report a:
4
Prepared by: JRM JRM
PTC, LLC, Inc.
Date: 4/26/2011
PO Box 520775
Page 10 of: 14
Longwood, FL 32750 PH (321-690-1788)
24 50.0
LOAD WIDTH = (WI + W2)/2
1) This chart applies to one -wide and multi -high
combinations with a Horizontal Structural Mullion.
2) LOAD WIDTH must be calculated using two
largest adjacent (side by side) window widths.
3) Mull spans are restricted to the longest span
shown In the Table.
4) For Mull spans between those shown in the
table, use the next longerst span.
5) Windows may be Fixed, Sliding, Single Hung
Windows.
6) Allowable pressures on the mulled assembly
shall be controlled by the lesser of the mullion or
individual window unit.
Clip
Qty.
No. 10 Wood
Screw
Concrete Screw
3/16" Diam.Tapcon
5951
4
3
MULLION TABLE 3.0
HORIZONTAL SPAN
Aluminum Reinforcing Mullion 5902 & S9S3 Clip
MULL
SPAN
LOAD D.P.
WIDTH (PSF)
MULL
SPAN
LOAD D.P.
WIDTH (PSF)
MULL
SPAN
LOAD D.P.
WIDTH (PSF)
24
24 50.0
48
24 50.0
1
72
24 50.0
30 50.0
30 50.0
30 50.0
36 50.0
36 50.0
36 50.0
42 50.0
42 50.0
42 45.4
48 50.0
48 50.0
48 42.3
54 50.0
54 50.0
54 39.9
60 50.0
60 50.0
60 38.1
66 50.0
66 50.0
66 37.1
72 50.0
72 50.0
72 36.8
30
24 50.0
54
24 50.0
30 50.0
30 50.0
36 50.0
36 50.0
42 50.0
42 50.0
48 50.0
48 50.0
54 50.0
54 50.0
60 50.060
50.0
66 50.0
66 50.0
72 50.0
72 50.0
36
24 50.0
60
24 50.0
30 50.0
30 50.0
36 50.0
36 50.0
42 50.0
42 50.0
48 50.0
48 50.0
54 50.0
54 50.0
60 50.0
60 50.0
66 50.0
66 50.0
72 50.0
72 50.0
42
24 50.0
66
24 50.0
30 50.0
30 50.0
36 50.0
36 50.0
42 50.0
42 50.0
48 50.0
48 48.3
54 50.0
54 46.2
60 50.0
60 45.1
66 50.0
66 44.7
72 50.0
72 44.7
_--
PIL
Client: NewSouth Window
Project #: 411-0106
Report #: 1755
Prepared by: 1RM
PTC, LLC, Inc. Date: 4/26/2011
PO Box 520775 Page 11 of: 14
Longwood, FL 32750 PH 1321-690-1788)
Product Grouping:
1. Series Vantage (up to Windzone 3), Aluminum combination assemblies
with aluminum reinforcing mullion in intermixed configurations of Double Hung, Fixed (Picture),
and Horizontal Sliding windows.
2. Product type grouping: operable vs. fixed window load distribution was considered in the determination
of the theoretical stress and deflection analysis due to mullion bending load and how concentrated loads produce
higher bending stresses and deflections.
Section Property Grouping:
Vertical Mullion Reinforcement
1. The aluminum reinforcing mullion by itself was used in the analysis of this report to determine the
overall section properties. The jamb strength was not considered part of the calculation.
Therefore all window profiles are enveloped.
2. The illistration below shows the individual component section properties for the mullion.
MULLIONS SECTION PROPERTIES
The vertical aluminum reinforcing mullion used in the calcualtion and for this
analysis is shown at left.
The aluminum reinforcing mullion is used in the calculation of section properties.
The section properties for the above, considering the material were found to be
the following.
Vertical Reinforcing
1= 1.002 in4
S = 0.6330 in3 (In terms of aluminum)
A = 0.7931 int
ROBERT AMORUSO,P.E.
F.B.P.E CERTIFICATE OF AUTHORIZATION NO. 25935 FL NO.49752
N
J111111111111--
Jr, a
PTC PRODUCT DESIGN GROUP, LLC
Client: NewSouth
Project p: 411-0106
Report #: 1755
Prepared by: 1RM
Date: 4/26/2011
PO Box 520775 Page 12 of: 14
Longwood, FL 32750 PH (321-690.1788)
Section Property Grouping:
Horizontal Mullion Reinforcement
1. Series Vantage (Up to Windzone 3 only), Aluminum combination assemblies
with aluminum reinforcing mullion in intermixed configurations of Double hung, Picture,
and sliding windows.
2. Product type grouping: operable vs. fixed window load distribution was considered in the determination
of the theoretical stress and deflection analysis due to mullion bending load and how concentrated loads produce
higher bending stresses and deflections.
MULLIONS SECTION PROPERTIES
Section Property Grouping:
Vertical Mullion Reinforcement
1. The aluminum reinforcing mullion by itself was used in the analysis of this report to determine the
overall section properties. The jamb strength was not considered part of the calculation.
2. The illistration below shows the individual component section properties for the mullion.
The horizontalaluminum reinforcing mullion used in the calcualtion and for this
analysis is shown at left.
the aluminum reinforcing mullion is used in the calculation of section properties.
L. .
The section properties for the above, considering the material were found to be
the following.
Horizontal Reinforcing
1 = 1.002 in4
S = 0.6330 in3 (In terms of aluminum)
A = 0.7931 int
The individual aluminum for the vertical and horizontal mullion section properties
used to determine the combined section properties are given on the following pages.
F.B.P.E CERTIFICATE OF AUTHORIZATION NO. 25935
ROBERT J. AMORLISO, P.E.
FL NO.49752
N6
Mlla♦-
O,
Client: NewSouth
Project a: 411-0106
ReportN: 1755
Prepared by: 1RM
PTC PRODUCT DESIGN GROUP, LLC Date: 4/26/2011
PO Box 520775 Page 13 of: 14
Longwood, FL 32750 PH (321.690.1788)
Aluminum Reinforcing Mull (VERTICAL)
Aluminum Reinforcing Mull (HORIZONTAL)
IXX= 1.002
7
SXX= 0.633
A= 0.7931
----------------
REGIONS ----------------
Area:
0.7931
Perimeter:
12.5838
Bounding
box:
X: -0.2500 --
0.2500
Y: -1.5832 --
1.5835
Centroid:
X: 0.0000
Y: 0.0001
Moments
of inertia:
X: 1.0020
Y: 0.0131
Product
of inertia:
XY, 0.0000
Radii of
gyration:
X= 1.1240
Y: 0.1286
Principal
moments and
X -Y directions about centroid:
1: 0.0131 along
10.0000 -1.00001
J: 1.0020 along
11.0000 0.00001
F.B.P.E CERTIFICATE OF AUTHORIZATION NO. 25935
ROBERT). AMORUSO, P.E.
Ft. NO. 49752
PTC PRODUCT DESIGN GROUP, LLC
Client: NewSouth
Project p: 411-0106
Report N: 1755
Prepared by: IRM
Date: 4/26/2011
PO Box 520775 Page 14 of . 14
Longwood, FL 32750 PH (321-690.1788)
THE FOLLOWING CONFIGURATIONS ARE COMMON IN THIS REPORT
ROBERT J. AMORU50, P.E.
F.B.P.E CERTIFICATE OF AUTHORIZATION NO. 25935 FL NO.49752
Florida Building Code OnlinePERM IT # i t — o m OFFICE Page 1 of 1
Florida Dpmemd SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FSC Staff I BCIS Site Map I Links I Search
Busines
Professi I *USER:Product Approval
Public user
Regulation
Product Aooroval Menu > Product or Aoolicatbn Search > Application List
Criteria
Version
2007
FL#
ALL
ration Type
ALL
Product Manufacturer
NewSouth Window
iory
Windows Subcategory
Double Hung
:ation Status
ALL
Compliance Method
ALL
.y Assurance Entity
ALL
Quality Assurance Entity Contract Expired
ALL
ct Model, Number or Name
ALL
Product Description
ALL
Ived for use In HVHZ
ALL
Approved for use outside HVHZ
ALL
:t Resistant
ALL
Design Pressure
ALL
Search Results - Applications
FL#
T e
Manufacturer
Validated By
Status
Revision
NewSouth Window Solutions
Steven M. Urich, PE
Approved •
History
Category: Windows
(717) 932-8500
Subcategory: Double Hung
FL14539
New
NewSouth Window Solutions
Steven M. Urich, PE
Approved'
Category: Windows
(717) 932-8500
Subcategory: Double Hun
FL 48
New
NewSouth Window Solutions
Keystone Certifications, Inc.
Approved
Category: Windows
iSubcategory:
(717) 932-8500
Double Hun
I•Approved by OCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission If necessary. I
Contact Us :: 190 NORh Monroe Street. Tallahassee FL 32399
The State of Florida is an AA/EEO employer. Coovrioht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not
send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web
accessibility, please contact our Web Master at webmasterOdbor.state.fl.us.
Product Approval Accepts:
®®1.0®
smurlt VAUTRICS'
y-lalaw
T Yr/*0OEM
http://www.floridabuilding.oriz/pr/pr_app_lst.aspx 10/18/2011
GENERAL NOTES:
1 THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED
TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE (FBC).
REQUIREMENTS, AND AT THE DESIGN PRESSURES STATED
HEREIN, EXCLUDING FLORIDA'S'HVHZ' ZONES.
2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED
UPON SIGNED AND SEALED TEST REPORT
0AT1•A5089.03.501a4, 9ATI-976".02.50141,
0AT143299.03.501418 OAYM 36.035014/ AND
ASSOCIATED LABORATORY STAMPED DRAWINGS. THE
PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE TO
THE STANDARDS LISTED IN THE 2007 FLORIDA BUILDING
CODE (FBC) AND IS IN COMPLIANCE WITH SAID
STANDARDS.
3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE I
MASONRY AND 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION
4. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
S. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REOUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE
SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT
6. IN NON-HVHZ AREAS WHERE WINDBORNE DEBRIS
PROTECTION REOUIREMENTS EXIST, USE OF AN IMPACT
PROTECTIVE SYSTEM COMPLYING WITH THE FBC
REOUIREMENTS FOR WINDBORNE DEBRIS REGIONS IS
REQUIRED FOR THE PRODUCT(S) HEREIN.
7. WINDOW MATERIAL' VINYL (PVC)
B. GLASS MEETS THE REOUIREMENTS OF ASTM E130081 SEE
THIS SHEET FOR GLAZING NOTES.
9. DESIGNATION'O 8 X' STANDS FOR THE FOLLOWING:
0: FIXED PANEL
X: MOVING PANEL
10. A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS
WAS NOT USED IN THE DESIGN OF THE PRODUCT(S)
SHOWN HEREIN. WIND LOAD DURATION FACTOR (CO - 1.6)
HAS BEEN USED FOR WOOD ANCHOR DESIGN.
NEWSOUTH WINDOW SOLUTIONS
YANTAGE YINYL DOUBLE HUNG
INSTALLATION ANCHORAGE DETAILS
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REOUIRED AT EACH
ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS
THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR
PRODUCT INSTALLATION. ANCHORS ARE TO MATCH TYPE,
SIZE. AND EMBEDMENT OF THOSE SHOWN HEREIN FOR
RESPECTIVE SUBSTRATE.
3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR
WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE
SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 118 INCH
OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED
OF A LOAD BEARING MATERIAL INCLUDING BUT NOT
LIMITED TO WOOD PLASTIC COMPOSITE, HIGH DENSITY
PLASTIC OR BETTER.
4. FOR INSTALLATION INTO WOOD FRAMING, USE 010 WOOD
SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH
MINIMUM EMBEDMENT.
5 FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE I
MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY,
USE 3116' INCH LT W. ADVANCED THREAD TECHNOLOGY
TAPCONS OR EQUAL OF SUFFICIENT LENGTH TO ACHIEVE
1 INCH MINIMUM EMBEDMENT FOR CMU BLOCK AND 1 12
INCH MINIMUM EMBEDMENT FOR CONCRETE.
6 ALTERNATE CONCRETE / MASONRY INSTALLATION
ANCHORS OF EOUIVALENT PERFORMANCE
CHARACTERISTICS CAN BE USED UPON APPROVAL OF
THE ARCHITECT OR ENGINEER OF RECORD FOR THE
PROJECT OF INSTALLATION.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE
WALL FINISHES (INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER, AND SIDING}
B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
MUST BE MADE OF CORROSION RESISTANT MATERIAL OR
HAVE A CORROSION RESISTANT COATING.
9 FOR HOLLOW BLOCK AND GROUT FILLED BLOCK. DO NOT
INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF
BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF
BLOCK.
10. INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
THAN THE MINIMUM STRENGTH SPECIFIED BY THE
ANCHOR MANUFACTURER BELOW.
11 INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH
THE FOLLOWING PROPERTIES:
A WOOD - MINIMUM SPECIFIC GRAVITY OF 0.42.
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF
2000 PSI
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C40,
GRADE N, TYPE 1 (OR GREATER}
12. AT INSTALLERS OPTION, A T.OW IMPACT EXPANDED
POLYSTYRENE FOAM SURROUND MAY BE USED.
DESIGN PRESSURE RATING (PSF) - REPLACEMENT 8 NEW CONSTRUCTION CONFIGURATIONS
TABLE OF CON TENTS
SHEET
REV.
SHEET DESCRIPTION
1
1
GENERAL AND INSTALLATION NOTES
2
1
ELEVATION I ANCHOR LAYOUT - 54' X 75'
3
1
ELEVATION I ANCHOR LAYOUT - 44'X 75'
4
1
ELEVATION I ANCHOR LAYOUT - 40' X 63'
5
1
VERTICAL SECTIONS AND GLAZING DETAIL
6
1 1
HORIZONTAL 8 ALTERNATE SECTIONS
B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
MUST BE MADE OF CORROSION RESISTANT MATERIAL OR
HAVE A CORROSION RESISTANT COATING.
9 FOR HOLLOW BLOCK AND GROUT FILLED BLOCK. DO NOT
INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF
BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF
BLOCK.
10. INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
THAN THE MINIMUM STRENGTH SPECIFIED BY THE
ANCHOR MANUFACTURER BELOW.
11 INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH
THE FOLLOWING PROPERTIES:
A WOOD - MINIMUM SPECIFIC GRAVITY OF 0.42.
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF
2000 PSI
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C40,
GRADE N, TYPE 1 (OR GREATER}
12. AT INSTALLERS OPTION, A T.OW IMPACT EXPANDED
POLYSTYRENE FOAM SURROUND MAY BE USED.
DESIGN PRESSURE RATING (PSF) - REPLACEMENT 8 NEW CONSTRUCTION CONFIGURATIONS
GLAZING
WINDOW SIZE (UP TO
MAX. DESIGN
CONFIGURATION
REINFORCEMENT
AND INCLUDING) (IN)
PRESSURE (PSF)
(SEE NOTE 1
(SEE NOTE 2 BELOW)
CONFIGURATIONS
BELOW)
30
MRILRIBRISS - COMPOSITE
NEW CONSTRUCTION
54 X 75
NO.1
•30
MRILRBRISS - COMPOSITE
REPLACMENT
—
CONSTRUCTION
•35
MR/LR/BR/SS-ALUMINUM
REPLACMENT
—
CONSTRUCTION
30
MR/LR - COMPOSITE
44 X 75
NOA
NEW 8 REPLACMENT
•40
—
MRILR -ALUMINUM
CONSTRUCTION
• 50
MRAJVBRISS - COMPOSITE 8
—
ALUMINUM
+40
MR/LR - ALUMINUM
N0. 2
NEW 8 REPLACMENT
140
MR/LR - COMPOSITE
40X63
CONSTRUCTK)N
50
NO. 1
MRILRIBR/SS - COMPOSITE
NOTES:
GLAZING CONF. NO. 1: 7/8' I.G.U. WITH 2 LITES OF 1/8' ANNEALED GLASS
1
GLAZING CONF. NO. 2: 7B' I.G.U. WITH 2 LITES OF 302' ANNEALED GLASS
MR a MEETING RAIL
2
LR :LOCKING RAIL
BR BOTTOM RAIL
SS • SASH STILES
Q
2z
3p a
0- a
�g
m—
CQ
W QJ
Z W
>6 1
L
Roban J. Amoroso, P.E.
FL P.E. No. 49752
,.0,H
"'6.
Cwt NO 49/52 �
i O�TA/! Of -41Z
»
+hw ..Ise
PTC, LLC
PO Box 520775
Lorgwood, FL
37252-0775
FBPE Certllkatial of
Authorization No. 25935
MA)
FR
HEi
54' MAX. OA,
FRAME WIDTH
C E
� 9
F G>TI
• •
S'
O.A.
UAE
3HT
B X
3
8.6)iw7
X
O.C. TYP
��v
ELEVATION
NEW CONSTRUCTION &
REPLACEMENT FRAME
EXTERIOR VIEW
6' MAX. FROM CORNER TYPE{ M 21' MAX. O.C. TYP
6' MAX. FROM
CORNER TYP
10.5' MAX.
O.C. TYP X
T- SAME AS
LEFT JAMB %'`/ /I
75'
3116' TAPCON
INSTALLATION
ANCHOR x
LOCATION TYP
6' MAX. FROM
CORNER TYP
F� 54'
ANCHOR LAYOUT
3' MAX. FROM
3' MAX. FROM
CORNER TYP
# 10 WOOD SC
INSTALLATION AN(
LOCATIOI
3' MAX. FROM
CORNER TYP
REPLACEMENT FRAME
MASONRY/CONCRETE/WOO
UPTO D.P. 30 PSF
INCLUDES 30 PSF DESIGN PRESSURE
EXTERIOR VIEW
:ORNER TYP
r I r 8.0' MAX. O.C. TYP
8.6)iw7
X
O.C. TYP
SAME AS
LEFT JAMB"
7s'
REW
HOR
ITYP
1
X
SAME
HEAD
54'�
6' MAX. FROM CORNER TYP� � 14.0' MAX. O.C. TYP
6' MAX. FROM
CORNER TYP
9.0' MAX.
O.C. TYP x
SAME AS
LEFT JAMB /�
3/16' TAPCON %�Q 75•
INSTALLATION
ANCHOR
LOCATION TYP x
6' MAX. FROM
CORNER TYP
ANCHOR LAYOUT
REPLACEMENT FRAME
D MASONRY/CONCRETE/WOOD
UPTO D.P. 35 PSF
INCLUDES 35 PSF DESIGN PRESSURE
EXTERIOR VIEW
ANCHOR LAYOUT
NEW CONSTRUCTION
WOOD FRAME
UPTO D.P. 30 PSF
INCLUDES 30 PSF DESIGN PRESSURE
EXTERIOR VIEW
Roben J. Amoauso. P.E.
FL P.E. No. 49752
8 P1 lPNEIS"'
44roh4
C: No �9/S4 •0�
torr
11;¢e
O••1 +Tel!
PTC. LLC
PO Box 520775
Longwood.FL
37252-0775
FBPE Centlication of
Authorization No. 25935
75'
MAX. O.F
FRAME
HEIGHT
44' MAX. OA,
FRAME WIDTH
F I -F V A Tl[nN
NEW CONSTRUCTION &
REPLACEMENT FRAME
EXTERIOR VIEW
6' MAX. FROM CORNER TYP16' MAX. O.C. TYP
6' MAX. FROM
CORNERTYP
12.6' MAX.
O.C. TYP X
SAME AS
LEFT JAMB 0
75'
3116' TAPCON
INSTALLATION or X
ANCHOR
LOCATION TYP
6' MAX. FROM
CORNERTYP
44'------
ANCHOR LAYOUT
REPLACEMENT FRAME
6' MAX. FROM CORNER TYPI M 10.6' MAX. O.C. TYP
6' MAX. FROM
CORNERTYP
15.70
MAX, 10, X
O.C. TYP I SAME AS
T- LEFT JAMB K
%may 75'
3/16' TAPCON
ATIO
INSTALLATION
ANCHOR X
LOCATION TYP
6' MAX. FROM
CORNERTYP
ANCHOR LAYOUT
REPLACEMENT FRAME
MASONRY/CONCRETE/WOOD
UPTO D.P. 30 PSF
INCLUDES 30 PSF DESIGN PRESSURE
EXTERIOR VIEW
3' MAX. FROM CORNER TYP
3' MAX. FROM
CORNERTYP
11.5
O.C. TYP
# 10 WOOD SCREW —
INSTALLATION ANCHOR
LOCATION TYP
3' MAX. FROM I
CORNERTYP A
r m 12.6' MAX. O.C. TYP
44'
MASONRY/CONCRETE/WOOD
UPTO D.P. 50 PSF
INCLUDES 40 PSF & 50 PSF DESIGN
PRESSURES
EXTERIOR VIEW
ANCHOR LAYOUT
NEW CONSTRUCTION
75' WOOD FRAME
UPTO D.P. 50 PSF
INCLUDES 30 PSF, 40 PSF & 50 PSF
DESIGN PRESSURES
EXTERIOR VIEW
a
jSS'.1
Robert J. Amoruso. P.E.
FL P.E. No. 49752
o0p?.��Ctn1F ?9�(n
s 9hl�e
.4 0 „AN..YGJ'
PTC, LLC
PO Box 520775
Longwood,FL
37252-0775
FBPE Certification of
Authorization No. 25935
X
SAME AS
LEFT JAMB
10, X
SAME AS
HEAD
44'
MASONRY/CONCRETE/WOOD
UPTO D.P. 50 PSF
INCLUDES 40 PSF & 50 PSF DESIGN
PRESSURES
EXTERIOR VIEW
ANCHOR LAYOUT
NEW CONSTRUCTION
75' WOOD FRAME
UPTO D.P. 50 PSF
INCLUDES 30 PSF, 40 PSF & 50 PSF
DESIGN PRESSURES
EXTERIOR VIEW
a
jSS'.1
Robert J. Amoruso. P.E.
FL P.E. No. 49752
o0p?.��Ctn1F ?9�(n
s 9hl�e
.4 0 „AN..YGJ'
PTC, LLC
PO Box 520775
Longwood,FL
37252-0775
FBPE Certification of
Authorization No. 25935
40' MAX. OA,
FRAME WIDTH 6' MAX. FROM CORNER TYPE{ 14' MAX. O.C. TYP 6' MAX. FROM CORNER TYPE{ M 14' MAX. O.C. TYP
CE
5 5
6' MAX. FROM 6' MAX. FROM
CORNER TYP CORNER TYP
L17
x 'MAX. x
F Ge. B X G Fo. 10.2' MAX. O.C. TYP �{
6 6 5 6 6 O.C. TYP !Y
63'
MAX. OA. 63' 63'
FRAME
HEIGHT //
� X X
3116* TAPCON 3/16* TAPCON
X
INSTALLATION
ANCHORTALL TON )01INSTALLATIONON
LOCATION TYPLOCATION TYP
I 40• I I 40'
A D IIS- I'll FFF^^^
R .RNA TION
NEW CONSTRUCTION &
REPLACEMENT FRAME
EXTERIOR VIEW
3' MAX. FROM CORNER TYP
3' MAX. FROM
CORNERTYP 1
i
11.4' MAX.
O.C. TYP
0 10 WOOD SCREW
INSTALLATION ANCHOR
LOCATION TYP
3' MAX. FROM
CORNER TYP
ANCHOR LAYOUT
REPLACEMENT FRAME
MASONRY/CONCRETE/WOOD
UPTO D.P. 40 PSF
INCLUDES 40 PSF DESIGN
PRESSURE
EXTERIOR VIEW
F F1 11.3' MAX. O.C. TYP
10,
x
SAME AS
LEFT JAMB
10 x
SAME AS
HEAD
�f
ANCHOR LAYOUT
NEW CONSTRUCTION
WOOD FRAME
UPTO D.P. 50 PSF
INCLUDES 40 PSF & 50 PSF DESIGN
PRESSURES
EXTERIOR VIEW
ANCHOR LAYOUT
REPLACEMENT FRAME
MASONRY/CONCRETE/WOOD
UPTO D.P. 50 PSF
INCLUDES 50 PSF DESIGN PRESSURE
EXTERIOR VIEW
IN
J
0
�U700,
O, � Z0
ymm 2V
;dei WQ
CgaLL mo
S -10Z
5s� ag
NO 2w
Robert J. Amoruso. P.E.
FL P.E. No. 49752
PTC, LLC
PO Box 520775
Longwood,FL
37252-0775
FBPE Certification of
Authorization No. 25935
2' MIN. EDGE DISTANCE CMU
1.118• MIN. EDGE DISTANCE
CONCRETE
31B' TAPCON
INSTALLATION
ANCHOR
BY OTHERS
SEALANT BETWEEN WOOD
• • •
BUCK d CONCRETE OR G
••
MASONRY BY OTHERS1
•, 1 12' MIN. EMBEDMENT CONCRETE
'4
BY OTHERS
• 1' MIN. EMBEDMENT CMU
1X WOOD BUCK
CONCRETE OR
BY OTHERS
ON SHEET 1
EXTERIOR FINISH
VERTICAL SECTION
BY OTHERS
11�' MAX•
A
SHIM
PERIMETER SEAL
BY OTHERS EXTERIOR
�1\
SEE GLAZING NOTES) INTERIOR
ON SHEET 1
VERTICAL SECTION
C CONCRETE SUBSTRATE
INTERIOR
EXTERIOR
B VERTICAL SECTION
INTERIOR
EXTERIOR
1.12' MIN. EMBEDMENT
2X WOOD FRAME BY OTHERS
EXTERIOR SHEATHING
BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER SEAL
BY OTHERS
EXTERIOR—F
010WOOD SCREW
INSTALLATION ANCHOR
311' MIN. EDGE DIST
111' MAX.
SHIM
INTERIOR
0
e
APPLY 12' CONTINUOUS
BEAD OF SILICONE VERTICAL SECTION
sBETWEEN CONCRETE SUBSTRATE
EXTERIOR FINISH SILLILL AND CONCRETE
BY OTHERS FOR FURL LENGTH OF SILL
BY OTHERS
o_
PRECAST SILL
�p
O
SEE GLAZING NOTES
BY OTHERS
p10 WOOD SCREW
SEALANT BETWEEN WINDOW
CONCRETE OR
FLANGE 6 PRECAST SILL
ON SHEET 1
BY OTHERS
VERTICAL SECTION
D (:
VERTICAL SECTION
A
WOOD FRAME SUBSTRATE
CONCRETE SUBSTRATE
a
2'MIN. EDGE DISTANCE CMUVERTICAL SECTION
q p
S0
N. EDGE DISTANCE 3116• TAPCON Li'
CONCRETE WOOD FRAME SUBSTRATE
O Q a
Z
-
INSTALLATION
CONCRETEJMASONRS ANCHOR
'
O J q
3
U'
BY OTHERS
p m
j p
L
V1,
SEALANT BETWEEN WOOD •
; %
W Q
BUCK a CONCRETE OR 1. ,' 112' MIN. EMBEDMENT CONCRETE
"'A
O
p a
m V1
MASONRY BY OTHERS • 1' MIN. EMBEDMENT CMU
LL
:)z p
1X WOOD BUCK
rzr�
i Q a
O �
BY OTHERS
= O a
CW9y
�£
O
t
EXTERIOR FINISH
w
26
4
g
BY OTHERS 1N' MAX•
Og4
PERIMETER SEAL SHIM
=
;
E _Co
FFFF
BY OTHERS EXTERIOR
/^\ INTERIOR
SEE GLAZING NOTES J `
ON SHEET 1
ALTERNATE
APPLY 12' CONTINUOUS
BEAD OF SILICONE VERTICAL SECTION
sBETWEEN CONCRETE SUBSTRATE
EXTERIOR FINISH SILLILL AND CONCRETE
BY OTHERS FOR FURL LENGTH OF SILL
EXTERIOR LI m INTERIOR
PERIMETER SEAL
BY OTHERS
3f1' MIN.
EXTERIOR FINISH-- EDGE DISTANCE
BY OTHERS
SHEATHING BY OTHERS
PRECAST SILL
.
BY OTHERS
BY OTHERS
p10 WOOD SCREW
SEALANT BETWEEN WINDOW
CONCRETE OR
FLANGE 6 PRECAST SILL
MASONRY OPENING BY OTHERS
BY OTHERS
VERTICAL SECTION
D (:
VERTICAL SECTION
A
WOOD FRAME SUBSTRATE
CONCRETE SUBSTRATE
EXTERIOR LI m INTERIOR
PERIMETER SEAL
BY OTHERS
3f1' MIN.
EXTERIOR FINISH-- EDGE DISTANCE
BY OTHERS
SHEATHING BY OTHERS
2X WOOD FRAME
BY OTHERS
p10 WOOD SCREW
INSTALLATION ANCHOR
1.12' MIN EMBEDMENT
VERTICAL SECTION
D (:
WOOD FRAME SUBSTRATE
RoDen J. Amoroso, P.E.
FL P.E. No. 19752
0MES �4",
C: No 49152 •oma
STAT! OF
1-0
4,�hO1NA� t,,ld��
PTC, LLC
PO Boz 520775
Longwood. FL
37252-0775
FBPE Unification of
Authorization No. 25935
t• MIN. EMBEDMENT CMU
I Ur MIN. EMBEDMENT CONCRETE
1/4'MAX SHIM
INTERIOR
• ALUMINUM JAMB EXTRUSION USED
' C ' AT EACH ANCHOR LOCATION
D.P. 50.0 PSF ONLY
7
2' MIN. EDGE DISTANCE CMU
1-11B• MIN. EDGE DISTANCE 3rtc TAPCON
CONCRETE INSTALLATION
ANCHOR
� EXTERIOR
ERIMETER SEAL
BY OTHERS
CONCRETE/ MASONRY
BY OTHERS 1% WOOD BUCK EXTERIOR FINISH
BY OTHERS BY OTHERS
SEALANT BETWEEN F HORIZONTAL SECTION
WOOD BUCK a CONCRETE / MASONRY SUBSTRATE
CONCRETE OR
MASONRY BYOTHERS
311' MIN. EDGE DISTANCE
114' MAX. SHIM
2X WOOD FRAME
BY OTHERS
:INTERIOR
SEE GLAZING NOTES--,,, -� p
ON
EXTERIOR
1.1/2' MIN.
EMBEDMENT
'7'•:' `R10WOOD SCREW
ANCHOR
PERIMETER SEAL
BY OTHERS
SHEATHING BY OTHERS
EXTERIOR FINISH
BY OTHERS
G HO IZOFRAMF L ATEL SECTIONWOOD
SHEATHING BY OTHERS
1.112* MIN.
EMBEDMENT
EXTERIOR FINISH ---
BY OTHERS
PERIMETER SEAL
BY OTHERS EXTERIOR
�1\
SEE GLAZING NOTES J
ON SHEET t
— 314' MIN.
EDGE DISTANCE
2X WOOD FRAME
BY OTHERS
v�• MAx.
SHIM
INTERIOR \—N1D WOOD SCREW
ANCHOR
ALTERNATE
VERTICAL SECTION
HEAD SHOWN - SILL
SIMILAR W/O ANCHOR OR
SNAP-ON FLANGE
WOOD FRAME SUBSTRATE
114' MAX. SHIM
INTERIOR
1.1? MIN.
EMBEDMENT
�—ALUMINUM JAMB EXTRUSION
USED AT EACH ANCHOR
LOCATION ® D.P. 50.0 PSF ONLY
2X WDOD FRAME
BY OTHERS
314' MIN
EDGE DISTANCE
EXTERIOR 010 WOOD SCREW
ANCHOR
PERIMETER SEAL
BY OTHERS
EXTERIOR FINISH V.EATHINGBYOTHERS
BY OTHERS
'ALTERNATE
HORIZONTAL SECTION
WOOD FRAME SUBSTRATE
Robert J. Amoruso, P.E.
FL P.E. No. 49752
rpunnrrrr
.'dtatdES ,1.ry
�0049���ii t nd�W.9.,
� k-: N. 4-762 '• 0 �
IST 05
,��BrONAIi�''+•
ryhrunnrN
PTC, LLC
PO Box 520775
Longwood, FL
37252-0775
FBPE CerUBceBon of
Authorization No. 25935