HomeMy WebLinkAbout2509 Princeton AveECEIVEO
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Application No
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Documented Construction Value: $ ci cn
Job Address: 25oll ' Wo(Oon 'Jey%lprd l Historic District: Yes No
Parcel ID:0 (0•20.31-So 2- 0100 -tZ60 Zoning:
i 1' Description of Work: IDD 1Z(. e 11 W n AAXJD S
Plan Review Contact Person: -Aryx,
Phone: 0154100441S Y aQ5 Fax: gE1.4)Z4S'51 Q E-mail:
Property Owner Information
Name L 11az'AIi 09_u s Phone:
Title:
Street: .60°I1 jr yn(e.Nor cr'Q Resident of property?
City, State Zip i CSC 3rna)
Contractor Information
Name - t! MD (p 1 _ ,coC,. Phone:
Street: Clolo SW 3 -tr Fax: `401 4)7- IVD City,
State Zip. P\ w OOCJ -fit. 33312 State License No.: (A4 (0UfXC1 Name:
Bonding
Company: Building
Permit d Square
Footage: No.
of Dwelling Units: Electrical
Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
PERMIT
INFORMATION Construction
Type: Flood
Zone: New
Service — No. of AMPS: Mechanical (
Duct layout required for new systems) No.
of Stories: I Plumbing
New
Construction - No. of Fixtures: Fire
Sprinkler/Alarm 0 No. of heads:
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.
Signat weer Agent Date na Contractor/Agent Date
Print Owne
Sign
Owner/Agent is
Produced ID
of Florida
F
Type of ID
MPG0MM`00OMbece• om
EXP\R dat'1OtaN$
e"
Known to Me or
A83
APPROVALS: ZONING: /0 11-a--io UTILITIES:
COMMENTS:
UJCAA&A.p I
Print Co tractor/ ent's Name
Signature of No ary-State of Florida
A
Contractor/A
Produced ID
RO'L«°A C#pp6474S3
p"` My GoMMISs1 mbef23,2 2
EXPIIZES.D.werY$e"ice com
y Known to Me or
Type of ID
WASTE WATER:
ENGINEERING: FIRE: BUILDING:
Rev 11.08
Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/web/re_web.seminole_county_title?PARCEL=
Im " L.IDEtAIL.
DAviD.IoHNSOH, CFA, ASA I
PROPERTYI
I
l
PM. , MER
sEMiNOLE PPUNTTFL.
11
8
ttot`E:
i
SANFORD FL 3277E-1468 i
407'-.66 .75W
VALUE SUMMARY
2011 2010
VALUES
Working Certified
Value Method Cost/Market CostlMarketGENERAL
Number of Buildings 1 1ParcelId: 06-20-31-502-0700-0050
Depreciated Bldg Value 42,995 44,260Owner: CLEMENTS CALVIN J & ELIZABETH
Depreciated EXFT Value 0 0MailingAddress: 2509 PRINCETON AVE
Land Value (Market) 23,500 23.500City,State,ZipCode: SANFORD FL 32773
Land Value Ag 0 0PropertyAddress: 2509 PRINCETON AVE SANFORD 32773
JusVMarket Value 66,495 67,760SubdivisionName: PALM TERRACE
Portablity Adj 0 0TaxDistrict: S1-SANFORD
Save Our Homes Adj 10,961 13,686Exemptions: 00-HOMESTEAD (1994)
Amendment 1 Adj 0 0Don. 01-SINGLE FAMILY
Assessed Value (SOH) 55,534 54,074
Tax Estimator
Portability Calculator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 55,534 30,534 25,000
Amendment 1 ar§ustment is not applicable to school assessment) Schools 55,534 25,000 30,534
City Sanford 55,534 30,534 25,000
SJWM(Saint Johns Water Management) 55,534 30,534 25,000
County Bonds 55,5341 30,5341 25,000
Potential Portability Amount is $10,961
The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates.
2010 VALUE SUMMARY
SALES
Tax Amount (without SOH): 641
Deed Date Book Page Amount Vac/Imp Qualified 2010 Tax Bill Amount: 534
WARRANTY DEED 01/1977 01144 1358 $100 Improved No Save Our Homes (SOH) Savings: 107
QUITCLAIM DEED 01/1975 01047 0301 $100 Improved No
2010 Certified Taxable Value and Taxes
Find Comparable Sales within this Subdivision
DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
LAND LEGAL DESCRIPTION
Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick..
FRONT FOOT & DEPTH 100 128 .000 250.00 $23,500 LEG LOTS 5 + 6 BLK 7 PALM TERRACE PB 4 PG 82
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value
Est. Cost
New
Building
1 SINGLE FAMILY 1939 3 1,120 2,158 1,210 SIDINGAVG $42,995
Sketch
101,165
Appendage / Sgft SCREEN PORCH FINISHED / 96
Appendage / Sgft ENCLOSED PORCH FINISHED / 90
Appendage / Sgft SCREEN PORCH FINISHED / 132
Appendage / Sgft GARAGE FINISHED / 720
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base
Semi Finshed
of 2 10/26/2010 l 0:45 AM
1181118Ili 111111i Il111111 11111111011111111II11111I111111
Permit No. 1 ` -- S
Tax Folio Nop(v?,O3,%502 0")00DQ50
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
8K 07472 Pg 06901 Qpg)
CLERK'S # 201 C)1 27248
RECORDED 11/kO/E010 09:58:34 AN
RECORDING FEES 10.00
RECORDED BY T Smith
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. Descri tion of property: (legal description of the property, and street address if available) LOT 6 5 ' (o o (`ke% %
Y Z F 1 lei f Ol YI t rl Ct2 Yl Zf'e S G/1 Of(9 i - 9 i i
2. General description of improvement: W nAZWS wrnr.rrrn nnev
3. Owner information: Name: E 1-ZyoQ,k4) -- IN
N — "nE Address:
a, a e- n - 11 Utll
1-61116U11 COURT b.
Interest in property:UNTYFt RIDA c. Name
and address of fee simple titleholder (if other than Owner): Name: ' Address: 4.
Contractor
Name: Tldrlda Ho,n;i improvement Associates Phone number: ® DEPUTY CLERK" c. Address:
4070 SW 30th Ave 5. Surety
Name Honywoou, Address: b.
Amount
of bond: $ 6. Lender:
Name: Address: b.
Lender'
s phone number: 7.a.
Persons within the State of Florida designated by Owner provided by
Section 71.3.13(1)(a)7., Florida Statutes: Name: _ Address: whom
notices
or other documents may be served as 8.a.
In addition to himself or herself, Owner designates Lienor's
Notice as provided in Section 713.13(1)(b), Florida tatutes. b. Phone
number of person or entity designated by owner: 9. Expiration
date of notice of commencement (the expiration date is date is
specified) of to
receive a copy of the I year
from the date of recording unless a different WARNING TO
OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.
13; FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR
PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE
THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR
AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMA C •
MENT _> ' Signanir f
Oa ner or Owner's Authorized OtTiicer/Director/Partner/Manager`I Signatory's Title/Office The foregoing
ins ment was acknowledged before me this( ay of0 IQ, (year) , by (nam f person) as (type of authority.... e.
g. icer, trustee, attorney in fact) for (name of party on IN as executed) . 4, CAR
LINA MY COMMISSION #
DD847483 SE 1,'
2012 EXPIRES December23, SlgnatureofNotar Publ'6 , Fl-S [)
er'
Service.cem
Personally Known
OR Produced Identification ao7159B-01 3 entification Produced Verification pursuant
to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts
staten it are tie to th of y knowledge and belief. Sign t
reZMatural Person Signing Above Rev. date
3/2008
ruit'Form...'
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: ' D Z Ic)
I hereby name and appoint:
an agent of- f fl YO 6 Con s-tY o GAi o r
Name of Company)
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.
O The specific permit and application for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney: 1 O I ZLp
License Holder Name:
State License Number: 0u I 'gCI
Signature of License Holder.
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before me this D(.0 day of
2000AC), by j.A, z"4Q.W,4e--& ICJ( tieT1 who is B'15ersonally known
to me who has produced as
identification and who did (did not) take an oath. n
Notary Seal)
Rev. 6/ 11 /07)
Si
MPRR spe o n
F.P c ofldaI % otary
Public - State of Commission
No. My
Commission Expires:
rlonaa tsi iiaing-Locte-Unime
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3' ( Product Approval
s r t>9Ck
i USER: Public User
3
Product Approval Menu > Product or Application Search > Application List plication Detail
FZ
FL # FL4091-R3
w Application Type Revision
Code Version' 2007
t A Application Status Approved
IN
a
Comments
A .
N"T'=.NfiArchived
Product Manufacturer Custom Window Systems, Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
352) 368-6922 Ext 207
mlafevre@cws.cc
Authorized Signature Michael La Fevre
mlafevre@cws.cc
Technical Representative Michael La Fevre ##
Address/Phone/Email 1900 SW 44thAvenue- Ocala,
FL 34474 352)
368-6922 Ext207 MLaFevre@cws.
cc Quality
Assurance Representative Ralph Emminger ## Address/
Phone/Email 1900 SW 44th Avenue Custom
Window Systems, Inc. Ocala,
FL 34474 352)
368-6922 Ext 208 Ralph@cws.
cc Category
C,Singlews
Subcategory
Hung Compliance
Method ti eport from a Florida Registered Architect or a Licensed Florida
Professional Engineer Evaluation
Report - Hardcopy Received Florida
Engineer or Architect Name who Roberto Lomas developed
the Evaluation Report Florida
License PE-62514 Quality
Assurance Entity Keystone Certifications, Inc. Quality
Assurance Contract Expiration Date 12/31/2010 Validated
By Steven M. Urich, PE Validation
Checklist - Hardcopy Received. Certificate
of Independence FL4091 R3 COI 510875 ClEval Rep SH-8100 Non -Impact Oriel Wdws .
df Referenced
Standard and Year (of Standard) Standard Year AAMA/
WDMA/101/I.S.2/A440-05 2005 http://
www. floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquz931%2b4g5fa... 5/28/2009
Florida Building Code Online Page 2 of 2
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Method 1 Option D
11/10/2008
11/ 10/2008
11/14/2008
12/ 10/ 2008
04/30/2009
S'LlimmaNy of Products
FL # Model, Number or Name Description
4091:1 8100 Vinyl Flange/Fin Frame 8100 Vinyl Flange/Fin Frame Single Hung
Single Hung
of Use Installation Instructions
Approved for use in HVHZ: No FL4091 R3 II CWS-154A (SH-8100 Non-Impact)_pdf
Verified By: Roberto Lomas 62514ApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +50/-50 Evaluation Reports
Other: 8100 Vinyl Flange/Fin Frame Single Hung H- FL4091 R3.AE 510856 (Eval Rep SH-8100 Non -Impact
53 x.76)_pdf
Created by Independent Third Party: Yes
LC50 (53" x 76")
4091.2 8100 Vinyl Single Hung 8100 Vinyl Single Hung w/ Alum. Meet. Rail, Eq. lite and
Oriel j
Limits of Use Installation Instructions
Approved The Use in HVHZ: No FL-4091 R3 II--CWS-341 (SH=8100 Non=Impact Oriel
Wdws : dfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Verified By: Roberto Lomas 62514
Design Pressure: N/A Created by Independent Third Party: Yes
Other: SH-8100, 48 x 90, Oriel, DP 45 PSF; SH-8100,
40 x 84, Eq. Lite, DP 50 PSF.
Evaluation Reports
FL4091 R3 AE 510875 (Eval Rep SH-8100 Non -Impact
Oriel Wdws)_pd_f
Created by Independent Third Party: Yes .
4091.3 8100 Vinyl Single Hung 18100 'Vinyl Single Hung Oriel .w/ HD Meet. Rail
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4091 R3 II CWS-293.(SH-8100 Non -Impact 52x96)
dpf.pdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Verified By: Roberto Lomas 62514
Design Pressure: +67.5/-67.5 Created by Independent Third Party: Yes
Other: SH-8100, 52 x 96, Oriel, DP 67.5 PSF. Evaluation Reports
FL409.1 R3 AE 510866 (Eval Rep SH-8100 Non -Impact
52x96).Ddf
Created by Independent Third Party: Yes
Back Next
DCA Administration
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Fax (850) 414-8436
2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer
Product Approval Accepts:
w ® eCfiecl_
I. d
lAf1.
ok 0.UYLu..
http://www.floridabuilding.org/i)r/pr_app_dtl. aspx?param=wGEVXQwtDquz931%2b4g5fa... 5/28/2009
L, Roberto Lomas P.E. Engineering Evaluation Report
1432 Woodford Rd.
Clcmmons, NC 27012 Report No.: 510866
336-945-9695
Manufacturer: Custom Window Systems
1900 S.W. 44 h Avenue
Ocala, FL 34474
Product Line: 8100 Vinyl Single Hung Oriel Window Non — lmpact
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Community Affairs for Statewide. Acceptance per Rule 98-72.070 method 1(d). The product listed herein complies with
Requirements of the Florida Building Code.
Product description: 8100 Vinyl Single Hung Oriel Window, non -impact. Frames are constructed of PVC and active
sash were of welded mitered comer construction.
Supporting Technical Documentation:
1. Approval document: drawing number CWS-293, sheet 1 of 7 titled, 8100 Vinyl Single Hung Oriel Window,
prepared, signed and sealed by L. Roberto Lomas P.E.
2' Test reports`
a) Report No.: NCTL-210-3508-3 signed and sealed by Gerald J. Ferrara P.E.
National Certified Testing Laboratories
Qrlando, FL
AAMAI W D M AIC SA 1011I . S.2/A440-05
Design'pressure; ±67.5 psf
Water penetration resistance: 10.125 psf
3. Anchor calculations, report number 510867, prepared, signed and sealed by L. Roberto Lomas P:E.
4, Comparative analysis, report number 510867-1, prepared, signed and sealed by L. Roberto Lomas P.E.
Limitations and -Conditions of user
Maximum design pressure: ±67.5 psf
Maximum overall size'. 53 112" x 97 1/4'
Maximum fixed panel D,L.O.: 47 1/2" x 59 13/16"
Maximum active panel D.L.O.: 45 x 26 7/8"
Units must be glazed per. ASTM, El300.
This product is not rated to be used in the HVHZ.
This product is non -impact resistant and requires impact protection in wind bome debris regions.
Frame material to be white rigid PVC per N.O.A. 06-1220.01.
Installation:
Units must be installed in accordance with approval document, CWS-293.
Certification of Independence:
Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the
product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity
involved in the approval processof the listed product(s). 77,
r
P7lI
r8tiry; i
1
of 1 Luis R. Lomas, P.E. FL
No.: 62514 09/
3012008
SINGLE HUNG ELEVATION (NON -IMPACT) PVC NObLWACTRMLIREMENT.
SHOWN W/ DIFFERENT OPTIONS), 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA
BUILDING CODE, CURRENT EDITION.
53 118"-
MAX OVERALL 2. GLAZING OPTIONS: (SEE SHEET 3)
FLANGE WIDTH 53 116"
51 718" MAX. UNIT WIDTH
MAX OVERALL
FLANGE WIDTH- 3. CONFIGURATIONS: "Olr
47 11116" GLASS DLO 51 7/8'. MAX. UNIT WIDTH 4.. DESIGN PRESSURE RATING (SEE SHEET 3): 471
v1s cuss olO NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300. 78•
POSITIVE
DESIGN LOADS BASED ON. TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND
GLASS TABLES ASTM E 1300 MAX.
e
69112• OVERALL
FLANGE
7 I
Q 3
Guss
MAX •
S. ANCHORAGE: THE 33 v3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS HEIGHT
74 3l4" I DLO FLANGEOVERAL FLANGEO 33 112" PRODUCT. SEE SHEETS." FOR ANCHOR DETAIL HEIGHT
UNIT
68 114" OLD 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND HT.
MAX. BORNE DEBRIS REGION.. UNIT
HT
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING 37" MAX'
G
3317l18" 1/2" X.
RAIL AND JAMB. HEIGHTOLO
GLASS
M H HEIGHT
r 7fl8' SSSASH
B.
REFERENCE TEST REPORTS: NCTL-210-3522-1, NCTL-210-3522-IA 9.
SERIES/ MODEL DESIGNATION S"100. A
GLASS
ASSOLD 10.
WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS
TO STRUCTURE. BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF 45
cLASS
DLO5 HI SASH ORIEL RECORD. EQUAL SPLIT
11. THE DESIGNATION X AND 0STAND FOR THE FOLLOWING. X = OPERABLE SASH, 0 = FIXED SASH 53 ve
t2- SECTION
CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR 539! MAX
OVERALL
MAX OVERALL LOCATION. - FLANGE
WIDTH
FLANGE WIDTH 51 718"
MAX. UNIT WIDTH 51 718" MAXI UNIT WIDTH 4711115' GLASS.
DLO 4711116• GLASS DLO 83.5/
6" 63.5f18" MAX X.
I OVERALL FLANGEO33112• GLASS
OVERALL
FLANGE 33112" GLASS
HEIGHT
623r6'
DLO HEIGHT 621/16"' DLO MAX. MAX.
UNIT UNIT
HT. HT.
MAX:24
MX:
SASH
4^
r /
21 ASS
GLASS 16' MA71.,:
SASH
X
21" GLASS
pL0
HEU
DLO HEIGHT....
45 1116
o A UP DATED PER NEW FBC REQUIREMENTS 07/07l08 GLASS DLO
60140 SPLIT
ORIEL 4 HI SASH ORIEL toil 011 1 _
TABLE OF
CONTENTS GENERAL NOTES
b ELEVATIONS.....1 e n-
c a 44TH AVE. a a ' ;FAAL, c° « LORIOA34474ANCHOR SCHEDULE bNOTES..........2NERAL NOTES 8 ELEVATIONS -NON IMPACTDP CHARTS bGLAZINGOETAIL.......3 SECTION VIEWS
b ALT FRAME.........4 PROPfaETARYANO co1s10ERTnL
7/7l2008PVC
SINGLEHUN ADEEXTRUSIONS & B.
O.M.......................5 DETAIL....................6A
r.. INFORMATION
CONTAINED
IN THIS ORAWQJG IS THE SOLE PRDPERjbF TOMINSTALLATION LE:THE
FL. P.
CM4 i8100 CWS 154 WINDOW SYSTEMS.
INC- ANY REPRODUCTION IN PART OR AS A WHOLE PERMISSION Of
CUSTOM WINDOWSYSTEMS. INC. IS PROHIBITM WR TNE. F
q 1pF8WRITTEN EV.
LETTER: rI . I
N
ITE 2
INSTALLATION
ANCHORS TYP.
4" MAX.
TYP)
S. MAX
ANCHOR LAYOUT- IFINI
THRU NAILING fH )WOOD OPENING)
NOTE
INSTALLATION
ANCHORS TYP.
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.
2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114-. USE SHIMS
WHERE SPACE GREATER THAN 1116" 1S PRESENT.
3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
4. 3/16" DL4. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU
FRAME OR THRU 1 BY WOOD SUCK INTO MASONRY. A MINIMUM EDGE DISTANCE.OF 2 1/7' SHALL BE ACHIEVED.
5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1'W INTO 2 BY WOOD BUCK:
6. Y8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1. 1/2- INTO 2 BY WOOD BUCK FOR FIN
INSTALLATION
7. SEAL CORNERS WITH SMALL.JOINT SEAM SEALANT. r AT UP
B. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 'L
9 INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL
PER
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. `r. ^ at n
ode
kTHAVE. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES e° f/PeRIDA 34474
A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 "!aB. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI.OR SCHEDULC. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). t E t S • oC SINGLE HUAPROPRIETARYANOCOWDENTML
OBF R'°THE INFORMATION CONTAINED IN TM DRAWNG IS THE SOLE PROPERTY- F 4R$FL. P.C, fl0.•0VADOWSYSTEMS: INC. ANY REPROWCTION PI PART OR ASA WHOLE WIIIIOUT THE Y-
WRITTEN PERMISSION OFCUSTOM WINDOW SYSTEMS. INC. IS PROHSITEB
ox
A
7/712008
CWS-1&
20F8
MODULAR SIZES
WU11"I
I
LiLN D.7
TYPE 27t12 291/2 311/2 351f2 39112 411/2 431/2: 47112 51112 53112 551/2 59112 631!2 651/2 67112 7t1/2 743l4
23112 A,B,C,D 501-50 501-50 50/-50 501-50 50/-50 50/-S0 561-50- 50/-60 501-50 50/-50 Sol- 60 ySol-50 50/-50 501-50 50/-50 50/-50 501-50
271/2 A,B,C,D 501-50 50/-50 501-50 501-50 501-60, 50/-SO 501-50 50/-50 501-50 501-50 501-50 501-60 501-50 50/-50 50/-50 501-50 50/-50
291/2 A,B.C,D 50/-50 50/-50 50/-50 50/-50 50/-50 501-50 50/.-50-, 501-50 SO!-50 501-50 501-50 501-50 501-50 50/-50 601-60 SO/ -SO 501-50
31112 . A,B,C;D 50/-50 50/-50 50/-50 50/-50 Sol -50 50/-50' 501 'S0- 501-50 50f-50' 50J-W 501-50 501-50 501-50 501-'50 501-50 50/-50 601-50
35112 A,B,C,D 501-50 501-50 50/-50 50!'-50 50/-50 501-'SO> S0/-50- 50/-.50' 501-50' s501-50' 50/-50 So1-:50 501-50 501-50 50/-50 501-50 50/-50
39112 A,B,C,D 501-50 501-50 501-60 501-SO 50/-50 501-50 501-.50 So/-50 50/`-SO 501-SO 50/-50 60/-50 501-50 50/-50 50/-50 501-50 601-50
411/2 A,8,C,D 501-50 50/-50 501-50 50/-50 501-50 50l-So 50/-S 50/-50 Sol- 50 SO!-50 501-50 501-50 50/-50 501-50 50/-50 50l-50 50/-50
431/2 A,B,C,O 50/-50 50/-'50 50/-SO 501-50 50/-50 501-50 501-50 50/-50 501-50 501-50 50/-50 SO./-50 501-50 501-50 501-50 50/-50 501-50
471/2 A,B,C,D 501.50 50/-50 50/-50 501-50 501-50 501-50 501-50 501-60 50)-60 501-50` 501-50 50/-50 501-50 501-50 501-50 50/-50 501-60
511/2 A,B,C,D 50/-50 501-SU 50l-50 SO/-50 50/-50' 50l-50" 50/-'S0 50/-50 50/-50 501-50' 50/-50 501-50- 50/-50 501-50 50/-50+501-50 50/-50
COMMODITY SIZES (TIP to TIP)
HEIGHT. (IN?
Vv1MH
IM
GLASS
TYPE 26 38 3/8 50 518 56 63 72 76
19118 A,B,C,D 501-50 50l-50 501-50 501-50 50/-50 50/-50 50/-50
26 1/2 A,B,C,D 501- 50 50 / - 50' 501- 50 50 L - 50 501- 50 - 50 / - 50 50. / - 50
37 A,B,C,D 501-50 50l-50 501-5 50/-50 50/-50 50/-50 50/-50
53118 A,B,C,D 501-50 50/-50 501-50 50/-50 50/-50 50/-50. 501-50
314' OVERALL
118' ANNEALED GLASS
112' AIR SPACE
118- ANNEALED GLASS
GLASS TYPE A
314" OVERALL
3116' ANNEALED GLASS
WW AIRSPACE
3116' ANNEALED GLASS
314" OVERALL
118""TEMPERED GLASS
1/2" AIR SPACE
118" TEMPERED GLASS
GLASS TYPE C
GLASS TYPE B NOTE:
1. IF SIZE INTENDED IS NOT$MOVIN OwlUSE.NEXT LARGER SIZE. v`
E'
nPRWIRETARYANOOOWOENTML
THE INFORMATION CONTAWFD IN TT45 DRAW WG IS THE SOLE PR06ZR ¢Y 1$TOMWMDVWSYSTEMS. MC. ANY REPRODUCTION IN PART OR AS A'AWIME TT£
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. I fia BITED.
L 1R7 r014A5-
a rF[.,P.F-Wo, 62514a ,
u
314' OVERALL
3116' TEMPEREDGLASS
318' AIRSPACE
3116" TEMPERED GLASS
GLASS TYPE D
UPDATED, PER NEW FBC REQUIREMENTS 07/07108
r
SW 44TH AVE.
A, FLORIDA 34474
DESIGN PRESSURE CHART 1 GLAZING - NON IMPACT
3. Pvc Swcl I= HI INr ts-nnF it:7f7/2008
A Pam" ,' 3 OF 8
GVE
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LANGE WIDTH
TYPICAL HORIZONTAL SECTION
NOTE: LEFT SIDE SHOWS FIXEO LITE CUTAWAY,
RRIHT SIDE SHOWS SASH CUT AWAY
HT
ALTERNATE FIN FRAME,
2. as A.
30
TYPICAL VERTICAL SECTION
NO MS 20, 23, 25, 26:31, 36, 37, 44,
51, 52 55. 56,Z4, 67, 68 ARE.USED.BUT NOT
SHOWN FOR .CLARITY: .
tSl
a
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PROPMETARY AND COIFTOENTAL.t4
THE INFORMATION CONTAINED N THS DRAINING IS THE SOLE PROPERTY AF CUC Oq
WNDOW. SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS ANh10lE NA:HD(T Fg
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHDITEQ_ ' as
ROEI[lRTFS -
FL P_F_No. 62514
Jb.
FRAMECORNER
11sr1e"-1 2 3116• CONSTRWTION
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PVC SASH BTM. RAIL-6028
5
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I I
1. 6 1 7116' —I -
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FIXED MEETING RAIL
ALUM 6063 T-66 SCREWED TOGETHER WITH
OUTERFRAME
1" 1116'
I 5116-
2 12"------1 1716"
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ANCHOR CLIP, 1504
15
ALUM 6063 T-6 ALUMINUM 6063-T6 I6
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1ra•I I 31a^ PVC GLAZING BEAD-6016
ua•
40 P-3748VY M8 x0,625 Quad FH TEK, WIIL PVC SASH SIDE. RAIL-6004 _
1 116- 1
t 112"
44 P-3342 Seam Sealer, SM75504 0 114•
45 P-3752 Cap Plug;1R• Hale - 5l 6" NOTES:. ITEMS 21, 22, 29, 41,
42, 43, 49, 50, 57.81 ARE NOT46P-3438 Hot Melt, Truseal, •H
3r4' 13 PVC SCREEN SUPPORT - 6014 3 PLAN VIEW OF USED ON THIS PRODUCT47P-3438. Hot Melt, TnLSeal,'H"
48. P-3352 Set Blk., 85 Ouf, 118"x518"x2"Lg. ANCHOR CLIP316
51 P-3881 Temporary lbl.(NFRC/DP) -
52 P-3613 CWS Lbl. (logo) REINF. .$.R./S.S.R. 1498
Sash
1 1/8'----{{{
53 Glass,sAI
54 Glass, Sash - ALUM 6063 T-6. I A.. UPDATED PER NEW FBC REQUIREMENTS 07107/0I
55 P-3281 Spacer (see s heel 3) 12`
56 P-32118 Spacer(seesheet 3)
62 P3216 Screen Frame, Horiz t utr PVC
SCREEN.CATCH- 601 ' /rFLA,'F, 63P3218
Screen Frema, Vert y
164P3321ScreenFremeComerKeya + AVE. 65
P3501 Screen Cloth.,18 x,18 Fibe lass ppp(((ar9 `` ' LORIDA3447466
P$228 Screen Spline,.155 Dia., Blk.oRUSIONS /
B.O.M:- NON IMPACT 67P029ScreenPu11TabPVCSASHSTOP-602968 P-3033 Screen SpringS5 - - •VC SINGLE HUNby: ADE 7F72008 PROPrifTARYANO OOIF70ENT/
LL r T •H-6026
Main Fr.. SH, w1Fn.. PVC taA!'Oesr l9WY a CALE: : THE INFORMATIONCOMAMEORJTWSb1UM1NG6THESOLEPROPERTYOrCIKTOIt. - FL. P,
E ,NO.62514 o8100 CWS-15 70 P-3113 Screw Support for PVC NANOow SYSTEMS. INC. AN/ REPRODUCTION IN PARTOR AS ANMOLE wrQ30Rr1H6WRITTEN PEPMISSION OFCVSSOMWINOOWSYSTEMS: INC:IS WTOHBliED. - e EV. LETTER: AtHFET:, S OF B C r
e oveoeo .Cc w ` 2 3
PVC
FRAME
FIN-6026 PVC FRAME,
FLANGE-6031 12 K3/,
i0,
MIN EIABEDMENry I (SEE NOTE 2.d 3DN BHT. 2)
1 BY WOOD BUCK CAULK BETWEEN BUCK. a a
BY OTHERS AND OPENING BY OTHERS z If2 ANCHOR
MIN EDGE DIST.)_ e,a 9 CUP
CONCRETEIA ASONRY
BY OTHERS I p
MIN. MIN. EDGE DIST.)
p
INSTALLATION ANCHOR,
3116' DIA. MASONRY ANCHOR.
o•
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D
D D DD + jlQ--
a K.
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SEE
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c0
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L
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JAMS
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3/16" DIA, MASONRY ANCHOR. -
J) HORIZONTAL SECTION `
8 'CUP (MASONRY)
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1
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n aa•
2 BY WOOD BUCK
a BY OTHERS
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BY OTHERS
PERIMETER CAULK 00. o
BYINSTALLER
4rynf1 _
EXTERIOR FINISH
BY OTHERS
HORIZONTAL SECTION
f CLIP (WOOD)
ANCHOR
CLIP
WINDOW FRAME
SILL INSTALLATION ANCHOR,
3115" CIA. MASONRY ANCHOR.
PERIMETER CAULK -
BY -INSTALLER
114' MAX. SHIM
SEE NOTE 2 d 3
ON BHT. 2)
EXTERIOR FINISH
BY OTHERS 6 .• •-t',• D .'• -
INSTALLATION ANCHOR,
WINDOW FRAME 3116' DIA. MASONRY ANCHOR.
SILL
PERIMETER CAULK ANCHOR
BY INSTALLER CUP -
114" MAX SHIM
EXTERIOR FINISH SEE NOTE 2 6 3 C( C(
BY OTHERS ON BHT. 2)
7
P• ' P• 1BY WOOD. BUCK
P . • • • . PP .•
BY OTHERS
4••:. P• P• .P,P. 1. .P•P P•.
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P , •
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1!
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MIN. EDGE DIST.)
VERTICAL SECTIO:\.—.RETEIMASONRY
PROM
THE INFORMATION CONTAINED W
6 Cl1P (MASONRY) BY OTHERS WINDOW SYSTEMS. INC. ANY REP
WRITTEN PERMISSION OF CUSTO
D.i • p•, D D D p D D••
D D D
cTEIMASONRY'
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6\ALTERNATE PRECAST SILL DETAIL
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2 112'
MIN EDGE DIST.)
Al UPDAATTE-D-PEERR NEW FBC REQUIREMENTS 107/07/08
ram
1900 SW 44TH AVE.
JCALA,FLORIDA 34474
INSTALLAT)ON DETAIL WICLIPS - NON IMPACT
PVC SINGLE HUN : ADE 717MOB
AODEL 8100 -F". NIT
5'..:
CTTER: A HEET: S OF S
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s
ti • tit•
BY OTHERS
i
3
A 4.
INSTALLATION ANCHOR- 3115 DIA, a
a
CAULK UNDER SCREWIHEADBYINSTALLER
1
MIN EDGE DIST.) MASONRY SCREWrdNEOPRENE A
a
BACKED WASHER THRU SCREW . ' . •
A INSTALLATION ANCHOR,
t,'' SUPPORT .• 4 a
i,
010 WOODANCHOR
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BY OTHERS • a P • s s . . Kf'' r . 1 1l4• MIN EMBEDMENT} a
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PERIMETER
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FRAME
CAULK
BYINSTALLER - INDOW
JAMBi
BY WOOD BUCK PERIMETER CAULK PERIMETER
CAULK BY INSTALLER CAULK BETWEEN BUCK 8Y
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BY INSTALLER - EXTERIOR FINISH WINDOW
FRAME EXTERIOR. FINISH BY OTHERS HEAD
HORIZONTAL SECTION; BY OTHERS INSTALLATION
ANCHOR, 3115- DIAL. lZJ FRAME (MASONRY) MASONRY
SCREW WHORIZONTAL SECTION BACKED WASHER
THRU SCREW \,V FRAME WOOD) SUPPORT CAULK
UNDER
SCREW HEAD BY
INSTALLER INSTALLATION ANCHOR,
Y15- DIA. WINDOW FRAME
MASONRY SCREW wfNEOPRENE SILL BACKED
WASHER THRU SCREW SUPPORT WINDOW
FRAME
PERIMETER CAULK. 114' MAX SHIM SILL BY
INSTALLER SEE NOTE 2 6 3 ON SHT. 2) CAULK SCREW
EXTERIOR FINISH
BY OTHERS
D • D•
HEAD BYY
INSTALLER INSTALLER D• • D. • i
P INSTALLATION ANCHOR,
3116' DIA. • 0. • 1 114• MASONRY SCREW %
WNEOPRENE BACKED WASHER
THRU SCREW D ti,.
p MINEMBEDMENT)
PERIMETER CAULK:.
SUPPORT I- •• C D i,. • •
D •. • • . • - BY INSTALLER.
D p•. D-.:: D . ' `-D -D
p.'pCi . EXTERIOR FINISH
SILL STOOL 2112 - BY OTHERS ••.
MIN EDGE DIST.) BY OTHERSCONCRETEIMASONRY 1 ALTERNATE
PRECAST FILL DETAIL f; , o !
BY OTHERS T FRAME (
MASONRY) P AUPDATED PER NEW FBC REOUIREMENTS 07/07/08 s . • USESOLJDWOOO -
I 4 P • ! • P '
P P
P
FASUPPORT TOMAKEX1 _.. • two•— n , o • • ;
SILL LEVEL BY OTHERS - I F•--
IN. EMBEDMENT) c '% DO SW
44TH AVE. ALA, FLORIDA.
34474 d CONCRETEMIASONRY 2,L2 BY OTHERS (MIN. EDGE DIST.) - aW "• HIGH STRENGTH
INSTALLATION DETAIL
THRU FRAME - NON IMPACT STRUCTURAL V£
RTICA _
SECTION PROPNETARYANDCOI'FIOENTMI " - FS-. fr
PVC SINGLE HUN ADE 7/7/2008 GROUT BY
OTHERS 7 FASONRY)
THE INFORMATION CONTAINED INTIgS DRAWING IS THE SOLE PROPERTY OF ON WMOW SYSTEMS.
ING ANY REPRODUCTION IN PART OR AS A WHOLE WWN fiROl. S
FL P,
fb NO 62514 f 8100 GALE: CWS-
i
54 WRITTEN PERMISSION
OF CUSTOM WIPIpgN SYSTEMS, INC. ISPROlElllW-. u EV.
LETTER: A 7tEET: 7OF: B e t. i s
s a i di. [•
C
e 1i+ftj+
l11F1YLU
I
SHEATHING u/Z
BY OTHERS MINEMBEDMENT) '
EXTERIOR FINISH
BY OTHERS 4e
CAULK BEHIND FIN 2 BY WOOD BUCK
BYINSTALLER 4 BY OTHERS..
WINDOW -WRAP INSTALLATION ANCHOR,
BY INSTALLER 08 WOOD. SCREW
Ydil
PERIMETERCAULK BY
INSTALLER 1/
4" MAX SHIM ' SEE
NOTE 2 8 3 ON SHT. 2) WINDOW
FRAME HEAD
WIND
SILLCAULK
BEH BY
INSTALL PERIMETEF
BY
INSTALL WINDOW
V BY
INSTALI EXTERIOR
BY
OTHER: VERTICAL
SEC_TI_ON V
FIN (WOOD) 1/
4" MAX SHIM SEE
NOTE 2 8.3 ON SHT. 2) 2
BY WOOD BUCK BY
OTHERS CHOR
2
BY WOOD BUCK— BY
OTHERS 114• MAX SHIM SEE
NOTE 2 8 3 ON SHT. 2) INSTALLATION
ANCHOR, i8
WOOD SCREW WINDOW
FRAME 1;.
112• JAMB MIN
EMBEDMENT) SHEATHING
i' t,d BY
OTHERS d S , f }
EXTERIOR
FINISH Y
BY
OTHERS' WINDOW
WRAP BY.
INSTALLER CAULK
BEHIND FIN BYINSTALLER
PERIMETER
CAULK BY
INSTALLER J\
HORIZONTAL SECTION FIN (
WOOD) rA
PROPIiETARY
AND CONRDEN1pL THE
INFORMATION CONTAINED IN.TMS DRAWING IS THE SOLE PI OPERTY'OF CUSTOM WWDOW
SYSTEMS. INC: ANY REPRODUCTION IN PART OR AS A WITOLE Lb440 T IHIII WRITTEN
PERMISSION OF CUSTOM WINDOW SYSTEMS. INC IS PROHBITF.y' p
r'1Uilcia-r ullu`l:ri.r vut.; vululc
g:::u:i',. i'''.-.s.'G s..;. Asa::W.:r:'0r:r r,„.:a..—.:=.=z%yse_.i 2: rah
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications j FBC Staff ! BCIS Site .Map Links Search
l
r r Lsl' Product Approval
USER: Public UserYaA
w
S • 5" Product Approval Mena > Product or Aoolicatip earch > 9oolication List > A lication Detail -
FL9520-R2
AMI.pplication Type Revision
Code Version 2007
sr
Application Status Approved
TR Comments
6r} Archived
Product Manufacturer Custom Window Systems, Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
352)368-6922 Ext207
mlafevre@cws.cc
Authorized Signature Michael La Fevre
mlafevre@cws.cc
Technical Representative Michael La Fevre ##
Address/Phone/Email 1900 SW'_4.4th.Avenue
Ocala, FL 34474
352)368-6922 Ext207
MLaFevre@cws.cc
Quality Assurance Representative Ralph Emminger ##
Address/Phone/Email 1900 SW 44th Avenue
Custom Window Systems, Inc.
Ocala, FL,34474
352)368-6922 Ext208
s.
ccCategorytRalph@wsSubcategorys
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
l- Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Roberto Lomas
developed the Evaluation Report
Florida License PE-62514
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 12/31/2010
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL9520 R2 COI 5101908 (Impact 3 in Mull Eval _pdf
Referenced Standard and Year (of Standard) Standard " Year
AAMA 450-06 2006
ASTM E1300-02 2002
ASTM E1886-02 2002
http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvII IvmuJRW cZl... 6/9/2009
o 10a uI ing o e n me
0
ASTM E1996-02 2002
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/30/2009
Date Validated 05/04/2009
Date Pending FBC Approval 05/08/2009
Date Approved 06/09/2009
Summary of Products
FL # IFMdl, Number or Name Description
9520.1 3" Alum. Tube Mullion 3" Alum: Tube Mullion, Horizontal &Vertical, Fin &Flange
applications. (IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL9520 R2 II CWS 150A (Impact 3 in Muil).pdf
FL9520 R2 II DuPont PVB NOA 05-1208 02.pdfApprovedforuseoutsideHVHZ: Yes
FL9520 R2 II Mikron NOA 06-1220. Oi.pdfImpactResistant: Yes
Design Pressure: +67.5/-67.5. Verified By: Roberto Lomas 62514
Other: Large Missile Impact, Max. 53 1/8" Horiz. span, Created by Independent Third Party: Yes
Max. 63" Vertical Span. Evaluation Reports
FL9520 R2 AE 510190B.(Impact 3 in Mull Eval).pdf l
Created by Independent Third Party: Yes
9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange
applications. (IMPACT)
Limits if Use Installation Instructions
ed for use. in HVHZ: Yes FL9520 R2 II CWS-146A (Impact 4 in'Mull):pdf
FL9520 R2 II DuPont PVB NOA 05-1208 00 dfApprovedforuseoutsideHVHZ: Yes
FL9520 R2 II Mikron NOA 06-1220 01.pdfImpactResistant: Yes
Design Pressure: +67.5/-67.5 Verified By: Roberto Lomas 62514
Other: Large Missile Impact, Max. 74 1/8" Horiz, span, Created by Independent Third Party: Yes
Max. 76" Vertical Span. Evaluation Reports
FL9520 R2 AE 510194B (Impact 4 in Mull Eval).odf
Created by Independent Third Party: Yes
9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Verticat, Fin &
Flange applications. (IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ; Yes FL9520 R2 II CWS-192A (Impact 5 in Mull).pdf
FL9520 R2 II DuPont PVB NOA 05-1208 02.pdfApprovedforuseoutsideHVHZ: Yes
FL9520 R2 II DuPont SGP NOA 07-1116-04.pdfImpactResistant: Yes
FL9520 R2 II Mikron NOA 06-1220 01.pdfDesignPressure: +67.5/-67.5
Other: Large Missile Impact, Max. 111 1/4" Horiz. span. Verified By: Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL9520 R2 AE 510197E Impact 5 in Mull Eval)_pdf
Created by Independent Third Party: Yes
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DCA Administration
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard. _
Tallahassee, Florida 32399-2100-
850) 487-1824, Fax (850) 414-8436
2000-2005 The State of Florida. All rights reserved. CooynQht and Disclaimer
Product Approval Accepts:
r] ® eCheck
http://www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgvIHvinuJR-W cZl... 6/9/2009
P'Fon—da—BUi-1707ii—ig-Lode Unline
f
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paran-l=wGEVXQwtDqvIHvmuJRWcZl... 6/9/2009
L. Roberto Lomas P.E. Engineering Evaluation Report
1432 Woodford Rd.
Lewisville, NC 27912
336-945-9695
Manufacturer: Custom Window Systems
1900 S.W. 44th Avenue
Ocala, FL 34474
Product Line: 4" Mull Bar
Report No.: 510194B
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Community Affairs for Statewide Acceptance per Rule 9B-72.070 method 1(d). The product listed herein complies
with the Florida Building Code.
Product description: Extruded aluminum mull bar 1" x 4" 6063-T6, part number H-1604.
Supporting Technical Documentation
1. Approval document: drawing number CWS-146; Revision A, titled 4" Mull Bar — PVC Mull Bar, prepared,
signed and sealed by Luis Roberto Lomas P.E
2. Test reports No.: NCTL 210-3424-1, -1A, -2, -2A, -3, -3A, -4, -4A, NCTL 210-3426-1, -1 A, -2, -2A, -3, -3A, -
4, -4A, signed and sealed by Gerard J. Ferrara P.E.
National Certified Testing Laboratories, Orlando FL.
Configurations tested: Vertical and horizontal mulled units; fin and flange installation.
Standards used for testing and results:
o AAMANVDMA/CSA 101/I.S.2/A440-05, AAMA 450-06, ASTM E1886-02 and ASTM E1996-02,
TAS 201, TAS 202 and TAS 203
o Mullions were impacted with #2 Southern Yellow Pine 2x4, length 92" and 9.25lbs at 50 ft/sec.
o Design pressure:. *67.5psf
o Water penetration resistance: 10.125psf
o Cyclic Load Test: t67.5psf design pressure
o Large Missile _Impact Level D, Wind Zone 4
3. Anchor calculation report No. 510195B prepared, signed and sealed by Luis Roberto Lomas P.E
Limitations and Conditions of use:
Maximum design pressure: i67.5psf
Maximum horizontal mullion span: 74 1/8"
Maximum vertical mullion span: 76"
For window unit'sizes attached to mullions refer to installation drawing.
Units attached to mullion must have their own separate approval.
Units mulled vertically without transom maybe mulled indefinitely as long as maximum unit size is not
exceeded.
This product is rated to be used in the HVHZ.
This product is impact resistant and does not require impact protection in wind borne debris regions.
Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly
components; the mullion or individual window units.
Installation:
Mullion must be installed in strict accordance with installation instructions document CWS-146, Revision A.
Window units must be installed to substrate according to window manufacturer's installation instructions and/or
approval documentation.
Certification of Independence:
Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the
product(s) for which this report is being issued. Also, I don't have nor will acquire a financial iptFiTst in any other
entity involved in the approval process of the listed product(s).
Z.
1 of 1 {>is'_R.emas; P.E;
76'
OVI
HEI
4" MULL BAR ELEVATIONS
SHOWN W/DIFFERENT OPTIONS
ura
MAX. OVERALL WIDTH '
53 t!6'
CUP
O
MAX.
RALL
WT
X X
CHOR
CUP 7
yERTIGAI MULLION
FOR PVC WINDOWS
TABLE OF CONTENTS
GENERAL NOTES 6 ELEVATIONS ........... 1
ANCHOR SCHEDULE ................ _......... ... _2
DESIGN PRESSURE CHARTS_.................3
EXTRUSIONS & B4O.M................ ............ A
MULL BAR SECTION VIEWS ........ _... _... _5
INSTALLATION DETAILS ......... _..............6,7
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA
BUILDING CODE, CURRENT EDITION, INCLUDING THE.HVHZ.
2. CONFIGURATIONS'SHOWN:
1.VERTICAL
2. HORIZONTALIVERTICAL
4. ALL MULLION EXTRUSIONS ARE .6063 TS ALUMINUM.
15. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPDNSIWLTTY OF ARCHITECT OR
ENGINEER OF RECORD.
6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING
fAND ALL WOOD FRAMING AROUND WINDOW.
7. RESPONSIBILITY OF,SELECTING:FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS,
BUILDING COPES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE
IAROMtTECT, ENGINEER OF RECORD, BUILD@K3 OWNER OR CONTRACTOR.
6: APPROVED BRACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN AREAS WHERE
WIND BORNE DEBRIS PROTECTION IS REQUIRED.
9, REFERENCE .TEST .RE.POSTS:
iNCrL2f0.3424-1;.NCTL2101.M4-t A, NCTL2103424-2,. NCTL210,U24-2A,
iNCTL2103424.3. NCTL 210.3424-3A, NCTL 2104424.4,. NCTL21"424.4A
INCTL 2tU-3425.1• NCTL 210.3426-tA, NCTL 210-3426.2, NCTL 210-3426-2A,
i NCTL 210-342E-3, NCTL 210.34263A, NCTL 210.3426-4, NCTL 210.3426.4A
10. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE
MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL
11• SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE.
SHEET 2 E 3)
NCHOR 12.0ESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE
UP !OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT.
13. SINGLE UNITS.TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN -THIS DRAWING. SINGLE UNITS
TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. AND MUST
BE MADE OUT OF VINYL PVC. -
14. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MUL IM
IS USED TO MULL TORAND.BOTTOM UNITS TOGETHER ANDIOA TO THE HORIZONTAL MULLION.
15.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND
HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN.
ycrr --0:' y. c 00 SW 44TH AVE.
HORIZAERT. MULLION -ab ! Fl-ORIOA 34•t74
FOR PxC W BA00So >1" . .y Vie' ` GENERAL NOTES 3 ELEVATION • 4' MULL R
4 n
PnaPnerARrAN000r+ mA< T. z r y t +'
c -' ` VC MULL BAR 4/13J2006
ImTHENPORMATDNCONTNHEOINT10S9MWm45SHE60l _ 6
W NDOW SYSTEMS. NIN C. ANY REPRODUCTION PART OR AS WHOLE L WRITTEN
PERMISSION OF. CUSTOM WINDOW SYSTEMS, INC. 15 ! FL:•P• TO 0 'i - A rr • 1OF 7.
SEE NOTE 6
16' MAX O.C.
I-8' MAX (TYP) TYPI
O Q
ANCHOR
ANCHOR LAYOUT Y
THRU FRAME
mw uEea +a (
TYP)
FLANGE)
SEE NOTE 6
SEE NOTE
LX
MAX
ANCHOR
THROR ( YOUT (TYPI
U FRAME
TRAU FRAME ow
IFuu+ m
116' MAX. O.C.
TYP)
MAX_('IVP)
i
O O
X X
OR
FRAME
NOTE&
1. INSTALL ONE ANCHOR AT EACH LOCCTION ACCORDING TO THE SPACING SHOWN ABOVE, OR ACCORDING TO THE SPACING SHOWN IN
THE APPROVED W9NDOW UNIT INSTALLATION IHSTRUCTXNN, WHICH EVER REOUIRES MORE ANCHORS.
2. IN CONCRETE CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 3/16- DIA ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A
1 114' MINIMUM EMBEDMENT INTO SUBSTRATE.
3. IN WOOD CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH A10 WOOD SCREW WITH A #10 WASHER OF SUFFICIENT LENGTH
TO ACHIEVE A t 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE.
4. AT MULLION LOCATION, ATTACH WINDOW UNIT THRU FRAME USING #10 % A HEX WASHER HEAD TEK SCREW (ITEM 02).
5. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING.
6. FOR INSTALLATION OF WINDOW UNITS, SEE THE APPROPRIATE APPROVED INSTALLATION INSTRUCTION.
A
7. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW.
6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPF,ftS'
a / 190
A. WOOD • MINIMUM SPECIFIC GRAVITY OF G.0.42OCO4
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI n
C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER) > ? -"t.
PRORRIETARYAROOWtil9TML
v
a
w Z .'1:.°.A ?
M
pMEINFORMATIONCONTAINEDNTHISDRAWNO18THESOLEPROSiRTYF08
WINDOW SYSTEM, INC. ANY REPRODUCTION I PART OR AS A WVVfI EE W T THE LL,,fI BE .
WINMEHPTnUM100 OT,0MOMWITDOW SY5fEN8.17G.i9
n
v . °Ma11 C dls f0
1r ti • r
SW 44TH AVE.
6.
MAX (TYP)
12 1T2' MAX.
O.C. TYP)
NCHOR
ANCHOR LAYOUT THRU FRAME
TIRE FnAl,as a (TYP)
FNI
t
MULLBAR
pAJ _ 4/13/2009
NTS CWS•146
A 9 nF: 7
1 H-1604 MULL, ] 3/8" x
2 P-3767 0 x 1" HEX V
4 10 FLAT W A:
5 S-1522 RETRO FfT ML
6 S 1606 HORIMNTAL
2 3/jf6"
I
I—
116"
RETRO CLIP(4") S-1522f
ALUMINUM 6063-T6
FIN)
t6. 2
3 578'
6
1 3/16'
HORIZ. ANCHOR S-1606
ALUMINUM 6063-T6
a
DRIP ADAPTER S-1572
ALUMINUM 6063-T6
FLANGE ADAPTER S-1571
ALUMINUM 6063-T6
1 3I6'
471W — 4" MULLBAR H-1604
ALUMINUM 6063-T6
s
2 W16'
L 1/8'
RETRO CLIP(4") S-1522
ALUMINIUM 6063-T6
FLANGE)
r
o
PgONI@TMY AND . .
THE WFOR1MT1pN COMANEp N TNS pMWNo ISE PN y1 iY K7N
WWDOW SYSTEMS: WC. ANY REPROpUOTiON W P.iRT Olaf i(W p flblff HIE L ROGER
WRITTEN PERMISSION OF, CUSTOM WWTIOW SYS IS FL P:E
IBC':
f A
ire}ram` f CIO
0*11,kAMATERIALS -4' MULL BAR
AAA 4 1312008
NIS cws ,e
A 40F7
CAULK BEHIND FLO.
PRIOR TO ATTACHINO;
TO MULLION \\1
WINDOWFRAME
WINDOW
FRAME
HORRONTAL M LL BAA SECTION
LE WINDOW W/T
NOTE:
1. INSTALL HORIZIVERT ANCHOR PRIOR TO ATTACHING
VERTICAL MULL BAR.
CAULK BEHIND FL
PRIOR TO ATTACHIh
TO MULLIC
SEE
Q NORIZONTAL MULLED SECTIONIOAIZ.IVERT:INI SK;IQN
WINDOW
FRAME
CAUPRIOR
TO MULLION
LBl yERT1CAL MULL BAR 5ECTION
TWIN wlNDows
44TH AVE.
FLORIDA 34474 ..
w
c . ;-
SECTION VIEWS-4'MLILL9AR
a Uil BARw 4113/2008
RWFW0 IN IDRtWN318AM
41EPR 6 - :
r :CWS-14
sroM wNoow sysTE e. nc ra Pnorwelreg, * FL., P. ; AF7 : 5 OF 7
Trfir 1e
CAULK BETWEEN FRAME
AND OPENING BY OTHERS
CONCRETUMASONRY 4 3
BY OTHERS
EXTERIOR FINISH •
BY OTHERS
PERIMETER CAULK
BY INSTALLER
RETRO FIT
MULL BAR CLIP
BEE NOTE 2)
ZJUX 1 „4•
MIN EDGE DIST) MIN.EMBEDMENT) .
INTERIOR FINISH }.'
BY OTHERS .:..f••,
CAULK BETW EEN l
FRAME AND OPENING V .
1 1 4. BYOTHERS . 4
MIN. EM8EDMENT) 4
44.
pf INTERIOR FINISH
BY OTHERS, 1 BY WOOD BUCK •4, 4
BY OTHERS
1 BY WOOD BUCK
BY OTHERSL41-NSTALLATION ANCHOR d•'4 '4
INSTALLATION ANCHOR,
NI O WOOD ANCHOR
W ITH W ASHER (4x1
3/16' DIA MASONRY ANCHOR. }.
W
I
M LL 13A - WITH WASHER (4x1
EDGE
PIETRO FIT
MULL.BAR -
EDGE DIST. 1/•v .J,, r d• HORIL
MULL BAR CLIPMULLDAS (
SEE NOTE 2) -
PERI
CONCRETEIMASONRY EXTERIOR FINISH BY IJ
BY OTHERS BY OTHERS PERIMETER CAULK
BY INSTALLER
4'VERTICAL §
L
V I MULL BAR
RETROFIT CLIP (MASONRY)
i6 p/ ETRO FIT P (MASONRY) PIETRO
MULL BAR CUP
4• VERTICAL
MULL BAR
INSTALLATION ANCHOR,
3118' DIA MASONRYANCHOR,
PIETRO FIT WITH WASHER (0)
MULL BAR CLIP
PERIMETER CAULK
BYINSTALLER
EXTERIOR FINISH
BY OTHERS
CONCRETEIMASONRY
BY OTHERS 3 4
iEl VERTICAL MULL SILL SECTION
RETRO FIT CLIP (MASONRYI
PERIMETER C/
BY INSTALLER
EXTERIOR FINLSH -
4 +,, A CAULK BErwFEN
FRAME AND OPFNIN0
By OTHERS
CONCRETE/MASONRY
BY OTHERS
2 BY WOOD BUCK
TER CAULK `- EXTERIOR FINISH
ALLER BY OTHERS
ra,\ HORIZ.MULL JAMB SEC N
RETRO RTC P (WOOD)
4' VERTICAL
MULL BAR
INSTALLATION ANCHOR,
3116" DIA. MASONRY ANCHOR.
WITH WASHER (0)
BY OTHERS - . , D
IOONCRETE(MASONRY
b •' . p . t ee :
b ' b .• .: b .° i.P • p ]_1(4: BY OTHERS .. •b L - b b b
SILL STOOL
SEE NOTE)
BY OTHERS
A•
b,
A, bhp
b.
i b.•
t IMIN. EMBEDMENT)
4 3 I z'.w
SHIM AS REO'D
TO MAKE LEVEL ALTERNATE PRECAST SILL DETAIL
MIN EDGE DIST)
FOR MULL BAR CLIP (MASONRY)
1 114' NOTE: .
e (MN.EMBEDMENT)
1. SILL STOOL MUST BE FLUSH AGAINST INSIDE
INTERIOR FINISH OF MULLED WINDOWS AFTERINSTALLATION g
BY OTHERS `' a " c •
y'{: MIN
EDGE DIST) 2• RECESS RETRO FIT CLIP 1/4" FOR CLEARANCE WHEN
INSTALLING WINDOW UNITS Jy
ygoy ,.. , PROPRkTARYANDCOlfDFMRAL8r.•. THEINFORMATIONCONTAINEDINTHISDRAWINGISTHEBOLEPROPERLY . a
WINDOW
SYSTEMS, PIC:ANY NEPRODUCT" N PAAT OR AS AWYIDLE WIT LROBEpRyD LOf ILS ' WRITTEN
PERMISSION OF CUSTOM WINDOW SYSTEMS, W. IS PRCOrD.,•' FLP.E, 8ffi14';: 44TH
AVE. A
FLORIDA 34474 PIETRO
FIT CLIPAAASONRY INSTALLATION • 4"MULL BAR YC
MUI I RAR eA 4113Y200B NrT" ,-.
s'' 4•. ' tit • Y w
CAULK BEHIND
FIN BY OTHERS
WINDOW WRAP
BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK —
BYINSTALLER
PIETRO FIT
MULL BAR CLIP IA-- I
VERTICAL ML4L HEAD SECTION)
C VERTICAL —
MULL BAR
WINDOW WRAP
BY OTHERS
PERIMETER CAULK
BYINSTALLER
CAULK BEHIND
FIN BY OTHERS
EXTERIOR FINISH
BY OTHERS
2 BY WOOD SLICK
BY OTHERS
str
MIN. EMBEDMENT) INSTALLATION ANCHOR.
10 WOOD ANCHOR,
WITH WASHER (4X)
1 3l8•
INSTALLATION ANCHOR,
MIN. EMBEDMENT)
10 WOOD ANCHOR,
4 3
WITH WASHER (4X) RETRO FIT
2 BY WOOD BUCK
BY OTHERS
MULL BAR CUP
1" VERTICAL
DULL BAR
SHEATHING
BY OTHERS S.
EXTERIOR FINISH
BY yrOTHERS+t•j
41
CAL"EHIND
FIN BY OTHERS
PERIMETERCAULK 4•HORI2
WINDOW WRAP BY INSTALLER MULL BAR
BY OTHERS
LR1 H IZ MULL JAMB SECTIONRETROFITMETROCUPIFINFRAIVIE (WOOD)
I
MULL BAR CUP
INSTALLATION ANCHOR,
i T #10 WOOD ANCHOR,
WITH WASHER (4X)
M 4
1 3/B•
MIN. EMBEDMENT)
a NOTE:
2 BY WOOD BUCK
w 4 3 BY OTHERS
1, RECESS AETAO F1T CLIP T/4' SO.MULL BAA j
WILL BE FLUSH AGAINST WOOD BUCK AT JAMIAI
AND HEAD:
C— VERTICAL MULL SILL SECTION
7 RETRO CUP/FIN FRAME (WOOD) p'
SHEATHING P"UPMTART AND CONFOO TIAL '
ysT.w :'' . _ _
AfI+
BY OTHERS w M.wpR TtlIS N APTLSOR ASAwCi aF w.O rI •' •' LROBE O( A
WRITTEN PERMISSION OFCUSTOM WNOONI SYSTEMS. MC. IS PBOHBITED. I . . ; FL. P.E AiS{•,
13`:S .•goo: '` itia .
Y,. • f 11 y a•
rA