HomeMy WebLinkAbout103 Spreading Oak Ct 11-422 (replace windows)Job Address:
RECEIVED
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ocotz,p- ev,
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CITY OF SANFORD
BUILDING & FIRE -PREVENTION
PE NIIT APPLICA
04DocumentedConstructionValue: $
Historic District: `Yes o LT
Parcel ID: 2:Ry -30y 60 f = 0o, U Zoning:
Description of Work:/ /ii.
Plan Review Contact Person: Title:%%T,
Phone: Z92 " 69/S_ Fax: E-mail:
Property Owner Information
Name Phone: 4/0;7, ' 3
Street: 1j!9 rEc,, Riiy , , Resident of property?
City, State Zip:c
Name
Street:
City, S
Name:
Contractor Information
r l frl
71
Phone:
Z, Fax:
State License No.! IM, e fty
Architect/Engineer Information
Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:'
Address: Address:
PERMIT INFORMATION
Building Permit
Square Footage:., AM Construction Type: LUil-_IMIS No. of Stories: J
No. of Dwelling Units: % Flood Zone:
Electrical Plumbing
New Service — No. of AMPS: New Construction - No. of Fixtures:
Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 13 No. of heads:
e
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.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or '
Produced ID Type of ID
APPROVALS: ZONING: AR R.6 UTILITIES:
ENGINEERING:
COMMENTS: Ok ecPlme- CQ('A 0L->5
Rev 11.08
Signature of Contractor/Agent '—`---_.... Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID _ Type of ID
WASTE WATER:
BUILDING: IL 1 7 / d
THIS INSTRUMENT PREPARED BY: WYAW VMI-CURK (F CIRCUIT. WT
Name:__
Florida-HoMO=im ovement Associates
mlmn CMMAddress: p
40708W3QtfFAve 8!( 07490 Rg 18761 1p9)
Stata of F[orlda Hollywood; FE 33312 CLERKS 5 4 2010139644
RECOM 12/06/2010 09:2406 AN
NOTICE OF COMMENCERAENEM
FEES 10.00
rr..,..D BY J Eckearoth (all)
Permit Number Parcel W Number (PID) f)7. -2Q • 30.902 . coo • ooS:)
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,
DESCRIPTION OF PROPERTY (Legal description of the property and street address If available)
lob 5 fain Fs_4"ath GT di 3?
GENERAL DESCRIPTION OF IMPROVEMENT _0Ii[ C&fJfS
OWNER INFORMATION
Name and address: Florida Home -Improvement Associates
879 -SW 30th Ax'2.1 µyr Zve
Hollywood, FIL 33312 Jim . I n K r, T
Name and address of Fee Simple Title Holder (if other than owner)
CONTRACTOR Florida Home -Improvement
4070 S,W 30th3312Nameandaddress: Ia6U, }
I
t w u aww u, rranua rjesignatea oy Uwner upon whom not lr,$ or other documents may be served asbySection71113(txb), Florida Statutes,
Name and address:
In addition to himself, Owner Designates
of
To receive a copy of the Lienor's Notice as Provided inSectioni13.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement: V
The expiration date is 1 year from date of recording unless a different date Is specified.
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE Of
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPERTY. ANOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN. ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
STATE OF _ COUNTY/
nOF -
D(' A(_k
OWNS SI NATO
da w .O.WN RS PRINTED NAME
NO 3.13t1)(g) oer must and no one else maybe permitted to sign in his or her stead."
The foregoing instrument was acknowledged before me this day of D'c-C . 2p
byWho is. personalty known to me
Name otperson making statement
OR who has produced identification type of Identification produced
VERIFICATIQN PURSUANT TO SECTION 92.525, FLORIDA STATUTES.
UNDER PENALTIES OF PERJURY, i DECLARE THAT 1 HAVE READ THE FOREGOING AND THE FACTS STATED IN IT
ARE TRUE TO TtiE BEST Ob-;1AY OOWLEDGE,6ND BELIEF.
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LKII[ILU LUPI
MARYANNE ,MORSE
CLERK OF CIRCUIT COURT
EMINOLE COUNTY. FLORIDA
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FROM <TUI= -)DEC 7 2010 14:2'1/ST. 14:20ZH..75600008 76 .'P' 1
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tip;AiLabe, rernavil'qg shun'tV.r panels' and/ov ....... .... w'curity bars.
P c t i t.t i o"
I . . . . . . . . . . . . . . . . . . . . . . . . . -- ;'I..----. — ... . . . . . . ... . ... . . . . . . . . . . . ..... ... . . .... . . ... . . . . . . . .. . . . . . .. . . . . . .
81 Cleanup job debMs and prowde nerewary permRs and instuanac.-.
9) AppVcWt & Me mem 50 Cardwdo r i unab(o for "Virau!verrea5oo to (jbta n rnits pnot to wnlmenceine it'of iYriy,WCf k,
reforid any prevows payment and ON Winsiown W be wnomakAy cancekd.
Nio Gn'i.01 4•.,.:f„ t nomm wqMn Is to be-. dor", zi,olo."', notecj'belov".)
Aicit". tl,'i ona 1 z*' .............. .
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far. i" COW= AWAmmm raw Ke wwi WN •d"s Min ewcown of the Contmcr UK D.a-te ) a 'a
sak--s Taxfc) fi'_ 1<54 Ph Labor and Mawrial; WE, ww wkyuk Wsmu=
Down Payment,
Bawme
Cow"wror wN pw"ie w Qwmr Obal Wa% and Rebase of An and Convactor's WWRAN to
inchido;i 7 Sta*ufo.';
tYC'5 .jr AJOI -.1 ply NrJancirig of the abuveswuw Nqw sum arnmmt. i7Cs st-'e y"'I(Ji(rqa'q. r;g'
he b0n&obtairied by Ownwr•
Do not Ago thk ho, improvernent contract (inClUdlOg firtancinu d0C.JLIkIkOotsl in blank.
1* Ym qm entitled to a copy of We contrut at the twime you Agn. Ke, k to pnHqU your leg;d r'ghts,
cy The finandO dawrimns attached to tbiy hom-.t. improvement cwtrad may oontairt a moAppa or obetwho er"te a W on your popwty that could be foFe.ciose4
I'm if you dQ not. pay, Diz tairf^ you 4.tnder5t,)nd all paiAwns 0 Me w"n' and finamial documents before ms siwi.
Tlos contains Be ekt contact of thu R froy riot 1>e changed oraRy but cinly by a othe.
wropo zwcndrnui'*,'. Th,,-, -t' of M any pfovision cii this conVaok shall not operaw ow he corstruad as a w~ of anybvabre
awseqny senh 5 any PM",'V-
i',.` we PaN45 her(.to hiove, execiiuted -this cpntricl, und',.,r as (,if the, day aod yeas firnt ab.ovo unit en
You Me Bymr may cancel this transainUon at any time prior to mWW9N on the third business day after the date of this transaction.
See the attaphed ri?ti4q.f cancellation torn, for an explanation o6his: eight.
E Contractor. FHA
f 1 .1 p i q, f C" w n i" & Twe)
late
Ifna
phone 'P- Home qwnerS ASSOCiation Narne.. . . ........... .......................
AW
BAWng N0arg:;IAA;VIJJ V' . ...... . ... . ........... ........... 1 YES ( 'A 1
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Bmwqd Tek 9WHAMS
Licanse, No. CGC 06-1690 i OB44818 Miami Dada'Tol,. 306-545-4469
6015 Benjamin Rd., Suite 321, Tampa, FL 33634 Florid;; Ft Myers TW: 23T 5
TaTrtpaTei; $'€3.514 17t HloinAmprove mentF" 0dapdo.T0-l:4Q.7-472-91B`l_
Fax: 8115141177 AsKiplates West Palm seafh';' 56-1:'
14A
2.1 -na
Web,, PHAPRODUCTS.COM
Q.. Email: INFO@FHAPRODUCTS.COM
lob 4 ............. . .......... . ........... . ....... Replacement Windows Contract
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a'n't,. —.ne Phi-.)ne: 4ws. P h o n e
v . .......... . .... ....
is •
Ad&qs:i Zip
h!.o; Corit. fact mo(Jecin"J" c'nt'e, "Id w4orilis. __ __ day of 'AJ2, by and Yoweeri Florida Home -Improvement Associates, UK,
ot' "NIA"), and 0,,vrerf') ri..,'wd ;-bove o" tl e resider.ci,' kxcated at the address listed above ("Owneej.
Work d.e --ibed I. , o -w: s C' f 1 -c,
Directign's are Vie -mad from
1", Resnove exir4ing unks to be reWsce& (NOTE: Removed Rena am Rely W be damage, On WaW 00% dven; Active and Fixed
2) Pmpare openIng as necfnsary to receive repicernent UK, pgne.1, are, id".tlflod- On
WINVOIIVS liknt.aH PGT Muminum. I'? fit MY AtUf'niI-.'-,UTrI 'NOT" IF-6t1laW.-O,
1
and 51n6le French doors tbe hinge is
Right, HingLfwiidentifiedeand ,.ft Hi e
V rnyl "Vinyi Wamm 15fiN On Do.ubletfTenc.4 Doors VV more
active door is identified
Impgc1i Non" -Impact: Color.- VAR= Bronze: Grew . . . ....... . .... . .......
LR~ Gans t,Mani0gableHung1±LqQ q
Standard'___ Qty—_ C"IT CrIO.tvQtv,-- QILY . . .....
ckls'torn
1;!X:3::! —
r
A&IME
L I .... .......... ..... I
1
SinLr! -q A a —12) mw I
AA A -F FA FAAF AAF FAARpt(l."I RA( LAJ
CIty %Y Oty"--. 0:ty City -3 Qty__—Q"Y""--.
L. . . ................ ... ........
rt S 71AI, 17.0 FJ, 1) PUT A
tip;AiLabe, rernavil'qg shun'tV.r panels' and/ov ....... .... w'curity bars.
P c t i t.t i o"
I . . . . . . . . . . . . . . . . . . . . . . . . . -- ;'I..----. — ... . . . . . . ... . ... . . . . . . . . . . . ..... ... . . .... . . ... . . . . . . . .. . . . . . .. . . . . . .
81 Cleanup job debMs and prowde nerewary permRs and instuanac.-.
9) AppVcWt & Me mem 50 Cardwdo r i unab(o for "Virau!verrea5oo to (jbta n rnits pnot to wnlmenceine it'of iYriy,WCf k,
reforid any prevows payment and ON Winsiown W be wnomakAy cancekd.
Nio Gn'i.01 4•.,.:f„ t nomm wqMn Is to be-. dor", zi,olo."', notecj'belov".)
Aicit". tl,'i ona 1 z*' .............. .
J
AUU ...................
far. i" COW= AWAmmm raw Ke wwi WN •d"s Min ewcown of the Contmcr UK D.a-te ) a 'a
sak--s Taxfc) fi'_ 1<54 Ph Labor and Mawrial; WE, ww wkyuk Wsmu=
Down Payment,
Bawme
Cow"wror wN pw"ie w Qwmr Obal Wa% and Rebase of An and Convactor's WWRAN to
inchido;i 7 Sta*ufo.';
tYC'5 .jr AJOI -.1 ply NrJancirig of the abuveswuw Nqw sum arnmmt. i7Cs st-'e y"'I(Ji(rqa'q. r;g'
he b0n&obtairied by Ownwr•
Do not Ago thk ho, improvernent contract (inClUdlOg firtancinu d0C.JLIkIkOotsl in blank.
1* Ym qm entitled to a copy of We contrut at the twime you Agn. Ke, k to pnHqU your leg;d r'ghts,
cy The finandO dawrimns attached to tbiy hom-.t. improvement cwtrad may oontairt a moAppa or obetwho er"te a W on your popwty that could be foFe.ciose4
I'm if you dQ not. pay, Diz tairf^ you 4.tnder5t,)nd all paiAwns 0 Me w"n' and finamial documents before ms siwi.
Tlos contains Be ekt contact of thu R froy riot 1>e changed oraRy but cinly by a othe.
wropo zwcndrnui'*,'. Th,,-, -t' of M any pfovision cii this conVaok shall not operaw ow he corstruad as a w~ of anybvabre
awseqny senh 5 any PM",'V-
i',.` we PaN45 her(.to hiove, execiiuted -this cpntricl, und',.,r as (,if the, day aod yeas firnt ab.ovo unit en
You Me Bymr may cancel this transainUon at any time prior to mWW9N on the third business day after the date of this transaction.
See the attaphed ri?ti4q.f cancellation torn, for an explanation o6his: eight.
E Contractor. FHA
f 1 .1 p i q, f C" w n i" & Twe)
late
Ifna
phone 'P- Home qwnerS ASSOCiation Narne.. . . ........... .......................
AW
BAWng N0arg:;IAA;VIJJ V' . ...... . ... . ........... ........... 1 YES ( 'A 1
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Permit # ruI 101 EAST 1 ST STREET
Pees EMINOLE N- UY
Sanford, F132771
Check # PHONE: 407-665-7050
Workers CoiStp. Verified: YES NO FLoRID;Ss NATUR-ALCHOICT PAX: 407-66S-7486
SEMINOLE COUNTY RESIDENTIAL PERMIT APPLICATION
Joh Street Address: d3 Date:
City: `7 3 Zip: 211
Parcel ID: ?Q
Directions to Job Site
Owner Name: ft 7_ '1 "l M
Address: 0 3 ez n
City/ St/ Zip
Phone: Fax:
Contractor
Address: tv 3
City/ St/ Zip 1
Phone: Cb*-[ 1G1Z S I,Fax: Z 8390
Lic. Holder Name: (,V Lic. Number C - ( Q
EMAIL:
Contact Person: 4 Phone: ') C, I,
Attach proof of O«mership: "fax record from Seminole County Property Appraiser's Office, Tax Receipt or Deed, etc. *****
Parcel 1D: C)?, ' - Q — V
iPlatBook * n 1
Subdivision Name: 'Vb yC-3_!:> "Cj ID
Description of Work:
e
Valuation of Work (Estimate): $
Total SQ Footage: Total HVAC/Living SpaccSQ FT:
SQ Footage area affected by work performed: (FL State Statute 553.721 & 468.631)
Will trees be removed? NO YES (If yes, COMPLETE an Arbor Permit Application)
Utilities Circle items that apply
Septic Tank Well Existing Well Public Water Public Sewer
Utility Letter (Include utility letter from appropriate agency)
Subcontractors License # Business Name and/or License Holders Name
ELECTRICAL
MECHANICAL
PLUMBING
ROOFING
LOW VOLTAGE
GAS
IRRIGATION
OTHER
NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 6
MONTHS OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK
IS COMMENCED.
I HEARBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND
ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESSUME
TO GIVE AUTHORITY OR VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERMANENCE OR
CONSTRUCTION.
THE VALUATION FOR THIS PERMIT WILL BE CALCULATED USING THE ICC BUILDING VALUATION DATA USING THE GOOD CATEGORY. BY MY SIGNATURE, I
ACKNOWLEDGE THIS FACT AND WAIVE ANY RIGHTS TO APPEAL SAID VALUATION AND OR PERMIT FEES.
I HEREBY CERTIFY THAT AT THE TIME OF THE APPLICATION AND ISSUANCE OF THE ABOVE PERMIT, ALL NECESSARY WORKMEN'S COMPENSATION INSURANCE
REQUIRED BY THE STATE OF FLORIDA HAS BEEN OBTATINED TO EFFECTTHE PROPER PROTECTION OF THOSE WORKERS UNDER MY EMPLOY.
Signature ofCon r/ON'L_ Date
1 `
Printed
Name
Date
Iz
I ,
acutulUiC c-UUiLy rrupmiy Hppratser vet tntonnat on by Parcel Number Page 1 oft
1
aavm ora wsw 4KCr
VALUE SUMMARY
VALUES 2011
Working
2010
Certified
GENERAL
Parcel ld' 02-20-30-5 X50
KAZI AOwner
103 SPREADINGMailingngAridness: SPREADING QAK CT
Value Method Cosi/Markat Cost/Market
Number of BuildIngs 1 1
Depreciated Bldg Value $48,371 51,192
Depreciated EXFT Vatue $930' 930City.State,2ipCode: SANFORD FL 3273
Land Value (Market) $10.000 10,000PropertyAddress: 103 SPREADING OAK CT
Land Value Ag $0 0SubdivisionName: HIDDEN LAKE VILLAS PH 1
Jtr warket Value $59,361 62,122TaxDistri1SANFORD
Portabitty Adj. $0 0Exemptions: AD (2010)
Save Our Homes Adj $0 qDor. 0103-TOWNHOME
Amendment 1 Adj $0 0
Assessed Value (SOH) $59,3011 62,122
Tax Estirtmtor
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 59,301 $34.301 25,000
Amendment 1 adjustment is not epplicabte to school assessment) Schools 59.301 $25,000 34,301
City SaMord 59.301 $34,301 25.000
S Cairn .gins water Managernerrt) 59.301 $34.301 25=0
county Bonds 59.3011 $34.301$25,000
The taxable values and taxes are Calculated using the current years working values and the prior years approved rniilage rates,
SALES
Dead Date Book Page Amount Vacitmp Qualified
SPECIAL WARRANTY DEED 1212009 07315 0837' $75,000 improved No
QUIT CLAIM DEED 11/2009 07315 ij 35 $100 Improved No 2010 VALUE SUMMARY
CERTIFICATE OF TITLE 10/2009 07273 IM $100 Improved No 2010 Tax Bill- Amowlt: 597
QUIT CLAIM DEED 01/2007 06572 4661 $100 Improved No
WARRANTY DEED 0112006 06093 = $150,000 improved Yes
2010 Certified Taxable Value and Taxes
DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
WARRANTY DEED 12/1985 01702 106 $57,500 Improved Yes
Find Com rableSales within this Subdivision
LEGAL DESCRIPTIONLAND
Land Assess Method Frontage Depth Land Units Unit Prlca Land Value PLATS: Pick
LOT 0 0 1.000 10,000.00 $10,000 LEG LOT 5 HIDDEN LAKE VILLAS PH 1 Pia 26 PGS 99 TO
101
BUILDING INFORMATION
Bid Num BW Type Year Bit Fixtures Base SF Gross SF
ftitdNew
W5kt h
1 SINGLE FAMILY 1983 6 1.090 1,522
Living SF Ext wail Old Value
1,398 CB/STUCCO FINISH $48,371
Est. Cost
54,056
Appendage / Sgft ENCLOSED PORCH FINISHED / 308
Appendage I SAE{ OPEN PORCH FINISHED / 20
Appendage I Sqft OPEN PORCH UNFINISHED / 104
NOTE: Appendage Codes included in living Aran Base, Upper StorySemiFinshad Base, UAner Story Finished, Apartment, Enclosed Porch Finished,Base.
ERM—Its
EXTRA FEATURE
http:t/www,scpafl.org/web/re_web.seminole_county_title?PARCELA220305090000005... 11/24/2010
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 2 ( I 1 (D
I hereby name and appoint: U o le3 t Cf
an agent of: An 1 E
NaRie 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.
The specific permit and application for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name:
State License Number: C6 (_ Or -'o (-, U
Signature of License Ho
STATE OF FLORIDA
COUNTY OF gD X.-gDW F( )
I
The foregoing instrument was acknowledged before me this Wday of L —C -
200 L20010, by U2 P -c Ab-Ou ZS 5 J( t- -H- who is v,11ersonally known
to me or o who has produced as
identification and who did (did not) take an oath.
Signature
Notary Seal)
Print or type name
z4P, •°+4;: CAROLINA AIIARTINFZ ary Public - State of
MY COMMISSION # DD847IMi nmission No. D
a„ EXPIRES ber 23, 20 Commission Expires: 2 ( 2407) 398-0153 FloridallotaryService.mm
Rev. 3/27/07)
Seminole County Product Approval Form
Permit #
Address u 3 n6 nZlx
FLORIDA'S NAI' SRA (:HOICE As required by Florida Statute 553.842 and Florida Administrative Code 913-72M, please provide the
information and approval numbers for the building components listed below if any will be used on the
structure.
Product aDDroval information can be obtained at the following sources:
The Florida Department of Community Affairs (DCA) Building Code Information Website is:
http://www.floridabuilding.org
The Miami/Dade County Building Code Compliance Website address is:
http://www.miamidade.gov/buildingcode
o Directly from the manufacturer.
The following information must be available on the jobsite for inspections:
1. This entire product approval form, stamped as "Reviewed" by Seminole County Plans Examiner.
2. A conv of the manufacturer's installation details and` reauirements for each product.
TYPE MANUFACTURER MODEL # / SERIES
RESERVED FOR
PLANS EXAMINER
USE
FLORIDA APPROVAL # MIAMI / DADE
INCLUDE DECIMAL
N.O.A.
IF APPLICABLE
i•w " v .'{-3. .A, _., 14%' X, .. ' `' .G F' #-ti. ,5 `
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x
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SWINGING
SLIDING
OVERHEAD
OTHER
cc' -mit .... T—. .. .W .-kti. sT•r+t. x-_.. 7 ,n .., ..$.%. `"
ry _
ROLL UP
PANEL
lof/
TYPE MANUFACTURER MODEL #,/ SERIES
RESERVED FOR
PLANS EXAMINER
USE
FLORIDA APPROVAL #
INCLUDE DECIMAL)
IF APPLICABLE)
N.O.A.
MIAMI / DADE
SINGLE . HUNG
DOUBLE HUNG
HORIZONTAL SLIDING
CASEMENT
FIXED
SKYLIGHT
MULLION Cws Fu q520 ,
OTHER
11M
ALUMINUM OR`VINYL
1AX
i"v +:6 ^:.. .. "?"lr. ., .s„, ..'a. ..,r ., :..,'., r °rh., ,.. n. ,.. ._#,*s -r. ,.,p .;., `1r "m:e .3<s, d,. , ! i t ., a,.,ie. ... :. a,:..?.aa.
SHINGLES
METAL
TILE
SINGLE PLY
OTHER
L:
g 1110, a"N ,.
HURRICANE ANCHORS
a,.s _ 'a. +3' .E I. .. S.i •. h E ^ty 3 k S 4
ENGINEERED LUMBER
LINTELS
INSULATION FORMS
OTHER
It is the applicant's responsibility to verify that each specific product has been installed in accordance with their limitations and with the
minimum required -design pressures for the structure. Specific compliance will be verified during field inspections.
MANUFACTURER SPECIFICATION AND INSTALLATION SHEETS MUST BE POSTED AT THE JOB SITE FOR INSPECTION.
CONTRACTOR or OWNER/CONTRACTOR SIGNATURE: DATE: 1Z Ito
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BCLS Home Log In User Registration l Hot Topics Submit Surcharge Stats &Facts =. Publications FBC Staff i BCiS Site Map Links 1 Search `s,
aep Product Approvalr. USER: Public User
Product Approval Menu > Product or Application Search > Application List > A Ilcation Detail
FL # FL4091-R4
s Application Type Revision
d " Code Version 2007
c `S Application Status Approved
Comments
4=,
Archived
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 LaFevre ##
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
352) 368-6922 Ext 207
M La Fevre@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
Category Windows
Subcategory Single Hung
Compliance Method luatio eport from a Florida Registered Architect or a Licensed
Flori a Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Roberto Lomas
the Evaluation Report
Florida License PE -62514
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL4091 R4 COI 510875 (Eva] Rep SH -8100 Non-Imoact Oriel
Wdws).odf
Referenced Standard and Year (of Standard) Standard Year
AAMA/W DMA/101/I.S.2/A440-05 2005
Equivalence of Product Standards
Certified By
1 of 3 11/18/2010 8:14 AM
Florida Building Code Online _
ti ..
Sections from the Code
http://www.floridabuil ding.org/pr/pr_app_ dtl.aspx?paralnwGEVX...
Product Approval Method Method 1 Option D
Date Submitted 04/30/2009
Date Validated 05/04/2009
Date Pending FBC Approval 05/12/2009
Date Approved 06/09/2009
Summ of Products
FL # Model, Number or Name Description
4091.1 8100 Vinyl Flange/Fin Frame 8100 Vinyl Flange/Fin Frame Single Hung
Single Hung
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4091 R4 II CWS -154B (SH -8100 Non-Impact).pdf
Approved for use outside HVHZ: Yes Verified By: Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure:. +50/-50 Evaluation Reports
Other: 8100 Vinyl Flange/Fin Frame Single Hung H-LC50 FL4091 .R4 AE 510856A (Eval Rep SH -8100 Non -Impact
53" x 76") 53 x 76).pdf
Created by Independent Third Party: Yes
4091.2 8100 Vinyl Single Hung 8100 Vinyl Single Hung w/ Alum. Meet. Rail, Eq. lite and
Oriel
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4091 R4 II CWS -341 (SH -8100 Non -Impact Oriel
Approved for use outside HVHZ: Yes Wdws).pdf
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 Evaluation Reports
x 84, Eq. Lite, DP 50 PSF. FL4091 R4 AE 510875 (Eval Rep SH -8100 Non -Impact
Oriel wdws).odf
Created by Independent Third Party: Yes
4091.3 8100 Vinyl Single Hung 8100 Vinyl Single Hung Oriel w/ HD Meet. Rail
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4091 R4 I1 CWS-293.(SH-8100 Non -Impact
Approved for use outside HVHZ: Yes 52x96)pdf.pdf
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
FL4091 R4 AE 510866 (Eval Rep SH -8100 Non -Impact
52x96).pdf
Created by Independent Third Party: Yes
Back Next
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
2000-2010 The State of Florida. All rghts reserved.
Privacy Statement I Copyright Statement 1 Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us
Product Approval Accepts: -
2 of 3 11 / 18/2010 8:14 AM
Florida Building Code Online bttp://www.flori dabuil ding.org/pr/pr_app_dtl. aspx?parain=wGEVX...
tiC GIII lit
4 rt41gn ^ - Truttetl
vF rir+
of3 11/]8/2010 8:14 AM
L. Roberto Lomas P.E.
1432 Woodford Rd.
Clemmons, NC 27012
336-945-9695 '
Manufacturer: Custom Window Systems
1900 S.W. 40 Avenue
Ocala, FL 34474
Product Line: 8100 Vinyl Single Hung Oriel Window Non —Impact
Engineering Evaluation Report
Report No. 510866
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
Requirements of the Florida Building Code.
Product description: 8100 Vinyl Single Hung Oriel Window, non -impact. Frames aro constructed of PVC and active
sash were of welded mitered corner 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
Orlando, FL
AAMAIWDMAICSA 10111. 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 510B67-1, prepared, signed and sealed by L. Roberto Lomas P.E.
Limitations and Conditions of use:
Maximum design pressure: ±67.5 psf
Maximum overall size: 53 112" x 97 1/4"
Maximum fixed panel R.L.O.: 47 112" x 59 13/16"
Maximum active panel D.L.O.: 45 x 26 7/8"
Units must be glazed per ASTM El 300.
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 process of the listed product(s).
1of1
pop am••a
A
i
Luis R. Lomas, P.E.
FL No.: 62514
09/3012008
SINGLE HUNG ELEVATION NON -IMPACT)
SHOWN W/ DIFFERENT OPTIONS)
GLASS DLO
53 118' .... -
EQUAL SPLIT
MAX OVERALL
33112' MAX.
MAX OVERALL
51.718" MAX. UNIT WIDTH
FLANGE WIDTH
51 718" MAX. UNIT WIDTH
53 118" --^
51718* MAX. UNIT WIDTH
MAX.
MAX OVERALL
FLANGE WIDTH
OVERALLFLANGE
4T 11!16" GLASS DLO
HEIGHT 62F
DLO
51718- MAX. UNIT WIDTH
O
UNIT
DLO HEIGHT 621)16"
47 11)16" GLASS DLO r
MAX. Iu
OVERALL OFLANGE17
HEIGHT 74 314"
MAX.
UNIT
HT.
37"
3Xu.,-
F- — 45._1116
GLASS OLD DLO.
5 HI SASH ORIEL
1-- 951/18" --I
GLASS DLO
691
EQUAL SPLIT
53 118"
33112' MAX.
MAX OVERALL
51.718" MAX. UNIT WIDTH
FLANGE WIDTH
GLASS OVERALL
OLO FLANGE
51 718" MAX. UNIT WIDTH
47 11118" .GLASS DLO
63118. MAX.
GLASS
OVERALLFLANGE O
HEIGHT 62F
DLO
MAX.
O
UNIT
DLO HEIGHT 621)16"
HT.
rr.
24 518" `,
MAX:.:
SASH
v
HEIGHT
27
451!16• .
GLASS DLO
60/40 SPLIT ORIEL
TABLE OF CONTENTS
GENERAL -NOTES & ELEVATIONS...,.I
ANCHOR SCHEDULE& NOTES .......... 2
DP CHARTS 8 GLAZING DETAIL.......3
SECTION VIEWS & ALT FRAME.........4
EXTRUSIONS & B.O.M....................... 5
INSTALLATION DETAIL.....,: 6-8
F- — 45._1116
GLASS OLD DLO.
5 HI SASH ORIEL
53 1!8"
691
FLANGE WIDTH
33112' MAX.
51.718" MAX. UNIT WIDTH
GLASS OVERALL
OLO FLANGE
47 11116' GLASS DLO
33112"
HEIGHT
63 5116"
GLASS
68MAM X. K DLO
UNIT
O
33 112- -
GLASS
DLO HEIGHT 621)16"
rr.
MAX.
16- UG 30 1Yt^. MAX. - 27
SASH ._ GLASSASSODLO
F- — 45._1116
GLASS OLD DLO.
5 HI SASH ORIEL
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA
BUILDING CODE. CURRENT EDITION.
2. GLAZING OPTIONS: (SEE SHEET 3)
3. CONFIGURATIONS: "O/X".
4. DESIGN PRESSURE RATING (SEE SHEET 3):
NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
POS"WE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE
AND GLASS TABLES ASTM E 1300.
5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. SEE SHEETS 6-8 FOR ANCHOR DETAIL
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND
BORNE DEBRIS REGION.
7. ALL FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT USED AT FIXED MEETING
RAIL AND JAMB.
8. REFERENCE TEST REPORTS: NCTL-210-3522-1, NC71-21"5224A
9. SERIES 1 MODEL DESIGNATION S"100.
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
RECORD.
11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH
12. SECTION CALLOUTS FROM EOUAL SPLIT ELEVATION APPLY. TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
GLASS DLO. nc>
4HSASH ORIEL t1 . /
i
n_Lo u, f,
s
900 SW 44TH AVE.
ALA FLORIDA 34474
GENERAL NOTES &
PROPRIETARYAND CONFIDENTIAL ' ^^` fi -- PVC SINGLE HUN
THE INFORMATION CONTAINED IN THIS DRAWLING IS THE SOLE PROPERTXbF TDY
WINDOW SYSTEMS. INC- ANY REPRODUCTION IN PART OR AS A W11PLE WfTH TNE _ fL P,LL82St4 - 81DD
WRITTEN PERMISSION Of CUSTOM WNDOWSYSTEMSINC: IS PROMIIM.' _
a •
s
O.O4o( ,'+ yam.•
E PT;]7/Wn2,7008CW15
A IOF0
53 1!8"
MAX OVERALL
FLANGE WIDTH
51.718" MAX. UNIT WIDTH
47 11116' GLASS DLO
63 5116"
Il-.12 OVERALL
GLASS FLANGE O
33 112- -
GLASS
DLO HEIGHT 621)16" DLO -
MAX.
UNIT
HT.
24 511 S' I x DLOGLASSDLO6' SA „ Q
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA
BUILDING CODE. CURRENT EDITION.
2. GLAZING OPTIONS: (SEE SHEET 3)
3. CONFIGURATIONS: "O/X".
4. DESIGN PRESSURE RATING (SEE SHEET 3):
NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
POS"WE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE
AND GLASS TABLES ASTM E 1300.
5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. SEE SHEETS 6-8 FOR ANCHOR DETAIL
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND
BORNE DEBRIS REGION.
7. ALL FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT USED AT FIXED MEETING
RAIL AND JAMB.
8. REFERENCE TEST REPORTS: NCTL-210-3522-1, NC71-21"5224A
9. SERIES 1 MODEL DESIGNATION S"100.
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
RECORD.
11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH
12. SECTION CALLOUTS FROM EOUAL SPLIT ELEVATION APPLY. TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
GLASS DLO. nc>
4HSASH ORIEL t1 . /
i
n_Lo u, f,
s
900 SW 44TH AVE.
ALA FLORIDA 34474
GENERAL NOTES &
PROPRIETARYAND CONFIDENTIAL ' ^^` fi -- PVC SINGLE HUN
THE INFORMATION CONTAINED IN THIS DRAWLING IS THE SOLE PROPERTXbF TDY
WINDOW SYSTEMS. INC- ANY REPRODUCTION IN PART OR AS A W11PLE WfTH TNE _ fL P,LL82St4 - 81DD
WRITTEN PERMISSION Of CUSTOM WNDOWSYSTEMSINC: IS PROMIIM.' _
a •
s
O.O4o( ,'+ yam.•
E PT;]7/Wn2,7008CW15
A IOF0
6"
MAX
4" MA.X
VP)
8" MAX
ANCHOR LAYOI,JT- (FIN)
THRU NAILING FMN IW0000PENING1
MOTES.
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.
2. SHIM AS REO'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" IS PRESENT.
3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
4.3/16" DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU
FRAME OR THRU 1 BYWWOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 112" SHALL BE ACHIEVED.
5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 316" INTO 2 BY WOOD BUCK.
6. #B WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN, EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN
INSTALLATION - -
7. SEAL CORNERS WITH SMALL JOINT.SEAM SEALANT. A {
S. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING.
9. 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.1
Q005
10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 _
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. '•
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). = `
PROPRIETARYANO COWDEN1pL
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTYOF 4ktY001 - L RpBFji'10 p L:
FL P.cc RO 62514. •- WINDOW SYSTEMS. VNC. ANY REPRODUCTION W PART OR AS A WHOL£ WITk1011T THF Y
OWRITTENPERMISSIONOFCUSTOMWINDOWSYSTEMS, INC. IS
s:.
1_x'1:%,jl t1Y 1E
6
LLATION
RS TYP.
144TH AVE.
FLORIDA .3447
A
7/72008
CWS -154
31r OVERALL
3115' ANNEALED GLASS
31W AIRSPACE
3118 ANNEALED.. GLASS
GLASS TYPE B NOTE:
1. IF SIZE INTENDED IS NOTAHOWd.
USE NEXT LARGER SIZE. "o
u
e
PROPRIETARYMM COIFIDENTPL
THE DFORIA rm CONTAINED IN THS DRAWING IS THE SOLE PRO&R 4
TU.
S7p
WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PMT OR AS A}rHpLE }iH
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IgPRCII ITED.
3/4' OVERALL
118' TEMPERED GLASS
112" AIR SPACE
118 TEMPERED GLASS
3TJ3
tipc c ~v
L1q p111A9
FE.P.E. N0,,62514' =
3/4' OVERALL
3/16' TEMPEREDGLASS
318' AIRSPACE
3/16' TEMPERED GLASS
GLASS-TYPE D
SW 44TH AVE_
A, FLORIDA 34474
DESIGN PRESSURE CHART/GLAZING-
9— PVC
T1GLAZING-
PVC SINGLE
HUNGrN
ADE
L: 8100 SCALE:
T
ft,E'IL.LETTER: .,A _
0oWA00ITY SIZES (TP to TIP)
MODLILARSIZES (LINIT- VIA DOW SQIa
FSGHT (fN)
WIDTH
Its 383/8 50 518 56 63 72 76
19118
FERYfr (
501-50 501-50 501-50 501-50 501-50 50/-50 50/-50
26112
WDTH
Ifj
GLASS
TYPE 271/2 291/2 31112 35112 39112 41112 . 43112 47112 51112 53112 55112 59 11 2 63112 65112 67112 71112 74314
231/2 A,B,C,D 50/-50 501-50 501-50 501-50 501-50 507-50 501-50 501-60 50/-50 50/-50, 50/-50 501-50 50/-50 501-50 50J-50 50/-50 501-50
271/2 A,8,C,D SO 50 50/-50 501-50 50/-50 50l-50 501-50, 501-50. 501-50 501-50 50/-50 50/-50 50/-50 507-50 501-50 50/-50 50/-50 501-50
29112 A,B.C,D 50/•-50 501-50 501-50 501-50 50/-50 501-50: 501-50 501-50 501-50' 50/'-.50' 50/-50 501-50 50l-50 50"/-50 50/-50 501-'50 501-50
31112 A,B,C,D 50/-50 501-50 501-50 50/-,50 50/-50 501-50 501-50 50/-50 501-50 501-50 501-50 501-50 501-50 501-50 50/-50 50/-50 501-50
35112 A,B,C, D x,501- 50 50/-50 501-50 501-50 501-50 501-. 50 50/-50 50/-50, 501-50 501- 50 501-50 50 I - 50 50/-50 501-50 50/-50 501-50 501-50
39112 A,8,C,D 501-50 501-50 501-60 501-50 501-50 50/-50` 501-50 50.1-.50 1 +501-50 50/-50' 501-50 50/-50 So1-.50' 507-50 501-50 50/-50 501-50
41 112 A,B,C,D '+ 60/-50 501-50 501-50 501- 50 501-50 501-50 50 J - 50" 501-50 50/-50 50/-50 501-50 501-50 50/-.5D— 501-50 50/-50 50/-50 50/-50
43112 A,B.C,D 501-50 50/-50 501-50 501.-,50 5o/-50 501-50 501-50 50/-50 501-50 501-50 501-50 50/-50 501-50 501-50 50/-50 501-50 501.50
471/2 A,B,C,D 50/-50 501-50 50/-50 501-50 501-50 50/-50 501-50 501-50. 501-50 501-50 501-50 501-5o 501-50 501-50 501-50 501-50 501-50
51 112 A,B,C,D 50 / . 50 501-50 50/-50 501-50 50/-50 501-,50 50/-50: 50/-50 50/-50 501-60 50/-50 501-50 50/-50 501-50 501-50 501-50 501-50
31r OVERALL
3115' ANNEALED GLASS
31W AIRSPACE
3118 ANNEALED.. GLASS
GLASS TYPE B NOTE:
1. IF SIZE INTENDED IS NOTAHOWd.
USE NEXT LARGER SIZE. "o
u
e
PROPRIETARYMM COIFIDENTPL
THE DFORIA rm CONTAINED IN THS DRAWING IS THE SOLE PRO&R 4
TU.
S7p
WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PMT OR AS A}rHpLE }iH
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IgPRCII ITED.
3/4' OVERALL
118' TEMPERED GLASS
112" AIR SPACE
118 TEMPERED GLASS
3TJ3
tipc c ~v
L1q p111A9
FE.P.E. N0,,62514' =
3/4' OVERALL
3/16' TEMPEREDGLASS
318' AIRSPACE
3/16' TEMPERED GLASS
GLASS-TYPE D
SW 44TH AVE_
A, FLORIDA 34474
DESIGN PRESSURE CHART/GLAZING-
9— PVC
T1GLAZING-
PVC SINGLE
HUNGrN
ADE
L: 8100 SCALE:
T
ft,E'IL.LETTER: .,A _
0oWA00ITY SIZES (TP to TIP)
FSGHT (fN)
WIDTH
Its 26 383/8 50 518 56 63 72 76
19118 501-50 501-50 501-50 501-50 501-50 50/-50 50/-50
26112 IA,B,C,D 501-50 50/-50 501-50 50/-50 501-60 50/-50 50/-50
37 501-50 501-50 50/-50 50J-50 50/- 0 50J-50. 501-50
531/ 501-50 50/-50 50l-50 50/-50 501-50 501-50 501-50
31r OVERALL
3115' ANNEALED GLASS
31W AIRSPACE
3118 ANNEALED.. GLASS
GLASS TYPE B NOTE:
1. IF SIZE INTENDED IS NOTAHOWd.
USE NEXT LARGER SIZE. "o
u
e
PROPRIETARYMM COIFIDENTPL
THE DFORIA rm CONTAINED IN THS DRAWING IS THE SOLE PRO&R 4
TU.
S7p
WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PMT OR AS A}rHpLE }iH
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IgPRCII ITED.
3/4' OVERALL
118' TEMPERED GLASS
112" AIR SPACE
118 TEMPERED GLASS
3TJ3
tipc c ~v
L1q p111A9
FE.P.E. N0,,62514' =
3/4' OVERALL
3/16' TEMPEREDGLASS
318' AIRSPACE
3/16' TEMPERED GLASS
GLASS-TYPE D
SW 44TH AVE_
A, FLORIDA 34474
DESIGN PRESSURE CHART/GLAZING-
9— PVC
T1GLAZING-
PVC SINGLE
HUNGrN
ADE
L: 8100 SCALE:
T
ft,E'IL.LETTER: .,A _
TYPICAL HORIZONTAL SECTION
NOTE: LEFT SIDE SHOWS FD;EO LITE CUTAWAY,
RIGHT SIDE SHOWS SASH CUT AWAY
ALTERNATE FIN FRAME
V' x
0000@'
LT f"
r` .a,JI'lFr
m-
ADE
AIF
71712006
CWS -154TAHET' 40FO
orALA 44TH AVE.
NO MS20;23,25,26.31;36,37;44, J j FLORIDA 34474
51, 52,55, 56;;64, 67', 68 ARE USED BUT NOT
SHOWN FOR CLARRY: u TION VIEWS !ALT.
PRorwerARrANo to aoENneL "PVC SINGLE HUN
THE INFORMATION CONTAINED N THS DRAWING IS THE SOLE PROPERTY AF CIKTOtlWINDOWSYSTEMS. INC. ANY REPRODUCTION IN PART0 ASA WHOLE NQHO j'j{Hs FL P_E,NO. 62514 - oaim
WRITTEN PERWSSION OF CUSTOM VANDOW SYSTEMS. INC. IS PROH917EQ._
s
V' x
0000@'
LT f"
r` .a,JI'lFr
m-
ADE
AIF
71712006
CWS -154TAHET' 40FO
H, w/Flg., PVC, R. Jb.
FId.
M.R.
L Rail, PVC 3
Ih Meet. Rail
om Rail, PVC
RJS.S.R
IfTop/sOL Rail -
R—.S.R
14",F)d., Hodz PVC FRAME FIN -6026
4" Rd. Vert.
4",Sash; Honz
4",Sash, Mart
pt, w)Nib, PVC, Horiz
pt, PVC, Vert.
I / Filler, PVC, Vert
ip 2
I. PVC o —
PVC.FRAME FLANGE -6031
1518"
13116'
PVC SASH SIDE RAIL -6004
314" 13
3116'
REINF. S.B.R./S.S.R. - 149
ALUM 6063 T-6
Clip
act, PVC
npact, PVC.
er wl Flap
to, F.IAR.
70 x.187 back FlnSeal,.Gray
70 x,1aTback FinSeal, Gray
70 x.187 back RnSeel, Gray
70 x.187 back FinSeal, Gray
70 x.187 back FinSeal. Gray
1 Ph PH SMS
i Ph PH SW
I Ph FH TEK, Mt.
i Quad FH TEK, Wht
Ver, SM -5504
12" Hale
rruSeal,•H"
35 Our., 1/8',' x 518" x 2'.Lg_
yLbl.(NFRC/DP)
logo)
ed
Sh
ee sheel 31
62 P 218 Screen Ffeme, Honz
63 P-3218 Screen Frame, Vert
64' P-3321 - Screen Frame Comer Key
s
FRAME CORNER
t tsne^ 23116• CONSTRUCTION
I jl
15!6'
CORNER WELD (ALL SIDES)
PVC -SASH MTG. RAIL -6027
PVC SASH BTM. RAIL -6028
5
r 1 1!4'
I
1'
I{
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L
REINF. FIXED MTG. RAIL -1499 PVC FIXED MTG. RAIL -6001
FIXED MEETING RAIL
ALUM 6063 T-6 SCREWED TOGETHER WITH
OUTERFRAME
9 3118'
I -+y . ,,,6• I - .51,6"
REINF. SASH MTG: RAIL -1497 >16" 14
ANCHOR CLIP, 1504 15
ALUM 6063 T-6 ALUMINUM 6063-T6 ,6
29116' 1
ve I:I 316^ PVC GLAZING BEAD -6016
314'
118" 1 X3PLLAAN
114'
NOTES: ITEMS 2 , 22,29,41,
42, 43, 49, 50, 57.01 ARENOTPVCSCREENSUPPORT - 6014 VIEW OF USED ON THIS PRODUCT
ANCHOR CLIP
8
1 A UPDATED PER
1/2"
91
7 31
o PVC SCREEN CATCH - 6011 L,
y k00 SW 44TH AVE. 13116' I r_ 4 N LA, FLORIDA. 34474
PVC SASH STOP -6029 - E'
PROPRIETARY ANO COIiIOENTpI. .'
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y"r
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SEE NOTE 2 6 3
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NDOW FRAME:
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00 SW 44TH AVE.
CONCRETElMASONRY } 2112, F.-• (MIN. EMBEDMENT) ALA, FLORIDA 34474
BY OTHERS (MIN. EDGE DIST.) -
DETAILrINSTALLAT) N THRU FRAME - NON IMPACT
HIGH STRENGTH - - - -1°
ADSTRUCTURAL -
PROPRIETApYANOCO6F10EMp.L F7, ,y,..-
1 : CSINGL.EHUN -' 7/712008
VERTICAL SECTIONGROUTBYOTHERS - CALF - THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY _ 7 FRAME (MASONRY) WINDOW SYSTEMS: INC. ANI REPRODUCTION IN PART OR AS A WHOLE N.4 HC FL. P NO 62544 4' ~'. BiDD '.- CWS-154
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHBR -"
O
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t ; L ll-
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S
SHEATHING —
BY OTHERS
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CAULK BEHIND FIN—
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PERIMETER CAULK
BYINSTALLER
WINDOW.FRAME —
HEAD,
WINDOW FRAME -
SILL;
qe,
1 112
MIN EMBEDMENT)
2 BY WOOD BUCK
BY OTHERS-
INSTALLATION ANCHOR,
08 WOOD SCREW
114" MAX SHIM
SEE NOTE 2 8 3 ON SHT. 2)
2 BY WOOD BLK
BY OTHERS
INSTALLATION ANCHOR,
i8 WOOD SCREW
114' MAX SHIM
SEE NOTE 2 63 ON BHT. 2)
MIN EMBEDMENT)
SHEATHING • •l, d• y
BY OTHERS
EXTERIOR FINISH
Y ,
BY OTHERS
WINDOW WRAP
BYINSTALLER
CAULK BEHIND FW
BY INSTALLER
PERIMETER CAULK
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FRAME
CAULK BEHIND FIN 114" MAX SHIM
BY INSTAl1ER SEE NOTE 2 3 3 ON SHT. 2) _HORIZONTAL SECTION
LB% FIN (WOOD)
PERIMETEfi;CAULK 2 BY WOOD BUCK
BY INSTALLER BY OTHERS
WINDOW WRAP tea. A< UPDATED PER NEW FB(
BYINSTALLER 4n•
77LLATKJNANCHOR. INSTA1411f fl i
EXTERIOR FINISH n•O• 88 WOOD SCREW
BY OTHERS'.: d,
44TH AVE-
HEATHING(M{ EMBEDMENT)•o LORIDA 34474FA
ti __ STALLATION DETAIL I
VERTICAL SECTION8FIN(WOOD) ci
PROPRIETARY ANDOONFIDENIRL .,.; 4t+l _'a `-
PVC SINGLE HUN
THE INFORMATION CONTAIWO W THS DRAWING IS THE SOLE PROPERTYOF CU6TOM
WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WI OLE'!L jk7jTTjTH6 u .FL, P.E, NO. 62514' a8100
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. ISPROHBREG
AS
ma . - rva ry Imrn• I
7/712008
CWS -154
f1A H
8OF8
Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX...
xH.°?v°"
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z
ZD ON:;;. zB.
BCIS Home Log In ` User Registration Hot Topics SubmR Surcharge Stats &Facts Publications i FBC Staff 1; BCIS Site Map Links i Search -
4211 1
F
3_. i Product Approval
O -^- USER; Pubic User
Product Aooroval Menu > Product or Aoolication Search > Aoplication List > A i Detail
FL # FL 520-112
Application Type Revision
a
Code Version 2007
Application Status Approved
Comments
Archived
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 44th Avenue
Ocala, FL 34474
352)368-6922 Ext 207
MLaFevre@cws.cc
Quality Assurance Representative Ralph Emminger ##
Address/Phone/Email 1900 SW 44th Avenue
Custom Window Systems, Inc.
Ocala, FL 34474
352)..68-6922 Ext 208
RalDhec'ws.cc
Category Windows
Subcategory Mullions
Compliance Method Report from a Florida Registered Architect or a Licensed
Florida.Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Roberto Lomas
the Evaluation Report
Florida License PE -62514
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL9520 R2 COI 5101908 (Impact 3 in Mull Eval).pcif
Reference d Standard aFad Year (of St:a'ndard)> ? Standard'-<' q°°Year
AAMA 450-06 2006
ASTM E1300-02 2002
ASTM E1886-02 2002
ASTM E1996-02 2002
of 3 11/11/2010 4:30 PM
Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.flotidabui lding°org/pr/pr_app_dtl.aspx?param=wGEVX...
PA TAS 201/202/203
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
1994
FL # Model, 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 FL9820 R2 II CWS 150A (Impact°3•in Mull).pdf
Approved for use outside HVHZ: Yes FL9520 R2 II DuPont PVB NOA 05-1208 02.pdf
Impact Resistant: Yes FL9520 R2 II Mikron NOA 06-1220 01.1)df
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 5101908 (Impact 3 in Mull Eval).rdf
Created by Independent Third Party: Yes
9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange
applications. (IMPACT)
Limits of U e Installation Instructions
Approve for use in ,HVHZ; Yes FL9520 R2 II GWS 146A (Impact 4 in Mull).pdf
r d for use outside HVHZ: Yes FL9520 R2 II DuPont PVB NOA 05-1208 02.pdf
Impact Resistant: Yes FL9520 R2 II Mikron - NOA 06-1220 01.pdf
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).pdf
Created by Independent Third Party: Yes
9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, 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
Approved for use outside HVHZ: Yes FL9520 R2 II DuPont PVB NOA 05-1208 02.pdf
Impact Resistant: Yes FL9520 R2 II DuPont SGP NOA 07-1116-04.pdf
Design Pressure: +67.5/-67.5 FL9520 R2 II Mikron NOA 06-1220 01.odf
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 510197B (Impact 5 in Mull Eval).odf
Created by Independent Third Party: Yes
sack Next
Department of Community Affairs
t _ Florida Buildin :Code Online '-
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Fax (850) 414-8436
2000-2010 The State of Florida. All rights reserved.
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http `//www . fl ori d abui l di ng. org/pr/pr_app_dtl, aspx?p aram-w GE VX...
Product Approval. Accepts:
TFuattd
11/11/2010 4:30 PM
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville, NC 27012
336-945-9695
Manufacturer: Custom Window Systems
1900 S.W. 44th Avenue
Ocala, FL 34474
Product Line: 4" Mull Bar
Engineering Evaluation Report
Report No.: 5101946
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 913-72.070 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 AAMAWDMAICSA 101,/I.S.2/A440-05, AAMA 450-06, ASTM El 886-02 and ASTM El 996-02,
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: t67.5psf
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. 5101956 prepared, signed and sealed by Luis Roberto Lomas P.E
Limitations and Conditions of use:
Maximum design pressure: t67.5psf
Maximum horizontal mullion span: 74 118"
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 may be 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 1in any other
entity involved in the approval process of the listed product(s).
Illy Vr
I
ao
r
1 of 1
14
OVERALL
w
VERTICAL MULLION
FOR PD WINDOWS
IA&E OF CONTENTS
GENERAL NOTES & ELEVATIONS ........... I
ANCHOR SCHEDULE ...............:_........_.....2
DESIGN PRESSURE CHARTS..............3
EXTRUSIONS &
MULL SAFI SECTION VIEWS
INSTALLATION DETAILS ......... „..:„.........6,7
4” MULL BAR ELEVATIONS
SHOWN W/DIFFEAENT OPTIONS
HORIZAEBT. MULLION
FOR PVC WINDOWS
PROPMTA" AND 00
ITION RgOUIACMENTS:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA
BUILDING COO9, CURRENT EDITION, INCLUDW5,THE HVHZ,
2. CONFIGURATIONS SHOWN:
VERTICAL
2. HORIZONTAL f VERTICAL
4. ALL MULLION EXTRUSIONS ARE 6063 TS ALUMINUM.
5. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE, SUCK AND FRAMINGJS RESPONSIBILITY OF ARCHITECT OR
ENGINEER OF RECORD.
6: CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING
AND ALL WOOD FRAMING AROUND WINDOW.
7. RESPONSIBLITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS,
BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE
ARCHITECT, E4014NEER OF RECORD, EWLOING OWNER OR CONTRACTOR.
8. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN AREAS WHERE
wimo BORNE DEBRIS PROTECTION Is. nsouimo.
9. REFERENCE TEST REPORTS:
NCTL210-3424-1,NCTL210,M4-IA, NCTL210-3424-2, NCTL210,U24-2,k
NCTL 210-3424.3. NCTL 210.3424-3A,. NCTL210342" NCTL 210-3424.4A
NCTL 21U-3426-1. NCTL 210 -3426 -IA, NCTL 210-3426-2, NCTL 210-3426-2A,
NCTL 210-34269, NCTL 210-34263A, NCTI. 210,U26-4, NCTL 210-34264A
10. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE
MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL
1.1. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE.
SHEET 2 63
NCHOR 12. DESIGN 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 DRAW NO: 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 #AUUJON
IS USED TO MULL TOP AND BOTTOM UNITS TOGETHER ANDOR TO THE HORIZONTAL MULLION,
is.vFRTr-AL MULLED uwvs MAY BE MULLED INDEFINITELY As Loso AsTme SINGLE UNIT WIDTH, AND
HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN.
w
o xl-, 41
Ak
44TH AVE.
FLORIDA 34474
NERAL NOTES 4 ELEVATION 4* MULL BAR
VC MULL BAR4113=06AAJ
ljt: ;Ku: —
IL
FL'P. A 1 OF 7.
SEE NOTE 6
OR
FRAME
SEE NOTE
6' MAX, TYP)
21/2' MAX
I.C. NP)
OR
ANCHOR LAYOUT
THRU FRAME
TRFN FRAME A WLIBAR (
TYP)
FIANOE)
16' MA). O.C.
TYP)
I--6' MAX. (TYP)
ANQR LAYOUT m%
FRAME
CHTWWFRAME MLN LMR
I"
NOTES:
1. INSTALL ONE ANCHOR AT EACH LOACTION ACCORDING TO THE SPACING SHOWN ABOVE, OR ACCORDING TO THE SPACING SHOWN IN
THE APPROVED WINDOW UN1F<INSTALLATION INSTAUCTKJN, W HK:H EVER REOUTAES MORE ANCHORS.
2. IN CONCRETE CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 3116" DIA ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A
1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
3. IN WOOD CONSTRUCTIONATTACH MULLION TO SUBSTRATE WITH #10 WOOD SCREW WITH A #10 WASHER OF SUFFICIENT LENGTH
TO ACHIEVE A 1 3/6" MINIMUMEMBEOMENT INTO SUBSTRATE,
4. AT MULLION LOCATION, ATTACH WINDOW UNIT TRRU FRAME USING #1(Ix S HEX WASHER HEAD TEK SCREW iITEM 02).
5. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING.
S. 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 PROPOTI:1901
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G.0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI A
C. MASONRY - STRENGTH_ CONFORMANCE TO ASTM C-90,.GRADE N. TYPE, (OR GREATER)
THE INFORMATION CANFANEOIN TMMYANDOWNWOMDRIWNUISTHE E PROluTY
WINDOW SYSTEMS, INC. ANY REPPOOUCTION N PART OR AS A INM INE L/,, jipBE t[71MrF `
W RTTTEN PERMISSION OF CUSTOMINWON SYSTEM& MAS PRC>Di1CG - } ?.)
A
P •
77,
t , a aA SOF
4y
SEE NOTE B
ANCHOR-wAn. T
TM(V FRAMEIFN1
44TH AVE.
1
LORIDA 34474
HOR SHCEDULE 7 NOTES -4" MULLBAR "
FC MULL BAR AAJ
A.. 7
1 N-1tiU4 MULL, 1 319" X 4" PVL; SP[::GIFIU
2 P 3767 .: #10 x 1" HEX WASHER HEAD TR
X16,
srys
3 #10 x 1 1/2", PANHEAD PHILIPS ZINC..
4 #10 FLAT WASHER y16-
5 5-1522':: _ RETRO FIT MULL ANCHOR CLIP DRIP ADAPTER S-15726S1606HORIZONTAL. ANCHOR (PVC SPECIFIC)
7 ALUMINUM 6063-T6CAULK
8 IMP ADAPTER
9 S 1571 FLANGE ADAPTER 356
a
4 716" 13118
1 7/16"' 17118'.
r4
9
6 HORIZ. ANCHOR S-1606
ALUMINUM 6063-T6 3/8
FLANGE ADAPTER S-1571
4 `
I 1n•
0 NI ALUMINUM 6063-T6
4.
1
F— 7314•--F-1 3/E'--1
471W - 4" MULLBAR H-1604.
ALUMINUM 6063-T6
5
23/16" 23/76' - s
116' L —1A UPDATED PER NEW FSG R£0UIREMENTS OTR
RETRO CLIP(4") S-1522 RETRO CLIP(4") S-152
ALUMINUM 6063-T6 ALUMINUM 6063-T6
FIN) - (FLANGE)
4% ^ .. { .'_ 1900 SW 44TH AVE:
ob ALA FLORIDA 34474.
ExTRUBtONS 8 B0.l OF MAIERIAl.3 - l•: MULL BAR
o • PVC MULL IIA qAJ , 4/1312
MKINMEMAY AND
THE NMMATION CONTARAW ORAWW"IS T1E EP iY G/b41°y DEL •:
CWS
WN0OW SYSTEMS. NC. ANY REPRODUCTiONWPART I LROBFA Ts
WRfMNPERLWSIONOFCUSMMWNDOWBYST IS FLP. 4"' : q -40F
ti .
Jay ' 4,;r,i' f •
mss,
WINDOW
FRAME
WINDOW
FRAME WINDOWFRAME
DADRIZ`IV AERIANT£E'RSIiL`TI3A—
CAULK BEHIND FLG. ' l•
PRIOR TO ATTACHING C`J
TO MULLION -
Sl TYERTICAL MULL RAR SECT13N
mw wINDowS
A UPDATED PE NE
1t
N,%, '
ted
44TH AVE.
a'
ALA FLORIDA 3447
PEE
ECTIONVIEWS•4'
PFXVF4ETARYANDOOMOVfnAL
TME INFOAANTION CONTANED N TM6 DRAWM Is THE SOLE PPOPE TOWNDOW$YSTEMS.M. ANY PIEPRODMTgN?7 PART OR AB AWHOEB T
WRITTEN MMMSION OP CUBTOM WNDOw SYSTEMS. NG IB PROlYNTer. FL.. P 1 3
w
QUIREMENTS
t
4lt3t2QCB
1114.
CAULK BETWEEN FRAME - -
L
AND OPENING 6V OTHERS (MIN EDGE DIST) (' EMBEDMENT) INSTALLATION ANCHOR, =DMEN
f10WOODANCHORINTERIORFINLSH > rryy} INSTALLATION ANCHOR;311S' WITH WASHER(4x) CONCRETEAAASONRY 4 3-
BY OTHERS ..r ..r r : DIA- MASONRY ANCHOR,
BINTEOTAfOR
SSHBYOTHERSIWITH. WASHER 4x) _ _ ` _ -
v CAVlK BETYVEEN •l I• •
r •• • :t ' t tf4
BYOTE
S
OPENING •` . • •
CAULK BETWEEN
r •-_?.• •
r. r. r jY..' (MW.£MBEDNIENT) _ •
rA
i i• • • s r • • .. 4 • ,
t •
FRAME AND OPENING
r. -,. r. •,v 43 •4•..'.. 11,E ,•BYOTHERS
II r
INTERIOR FINISH a t • • i
BY OTHERS. I BY WOOD BUCK • •t • t - ; , • • .
EXTERIOR FINISH .. - BY OTHERS t • CONCRETHMASMRY
BY OTHERS 1 BY WOOD BUCK - • ' 4 • S • tq BY OTHERS
BY OTHERS,.
PERIMETER CAULK • , - ,
BY INSTALLER '
INSTALLATION ANCHOR, - t t t •ti{q• r
3n 6' DIA MASONRY ANCHOR, r • 4' HORIZ
WITH WASHER 4x1 Zsr MIN. r MULL 8AR - "iX 'A'' 2 BY W000 BUCK
RETRO FIT ( r'r'',r t 4^ HORIL RETRO T''
BY OTHERS
MULL BAR CLIP I EDGE DIST. '`•
MULL BAR MULL BAR CLIP
SEE NOTE 2) SEE NOTE 2) I i PERIMETER CAULK EXTERIOR FINISH
CONCRETFJMASONRY EXTERbR FINISH BY INSTALLER BY OTHERS
BY OTHERS BY OTHERS PERIMETER CAULK.
BY INSTALLER - lG HOML MULL JAMB SECTION
M AMB SECTION RETRO FITC P (W O)
4' VERTICAL RETRO FIT CUP (MASONRY)
MULL BAR 4' VERTICALj(RTIC AL MULL HE.eO SECTION I
RETRO PIT CUP (MASONRY) RETRO FIT — MULL BAR
MUU. BAR CLIP I
INSTALLATION ANCHOR,
4'VER71ICAL - -
3l16'DIA. MASONRYANCHOR,
MULL BAR
I I PERIMETERBY INSTALLER
CAULK ITH WASHER (4>n
INSTALLATION ANCHOR,
3/I8' DIA. MASONRY ANCHOR, EXTERIOR FINISHRETROFITWITHWASHER (0)
MULL BAR CLIP BY OTHERS r p -
CONCRETE(MSONRY
D . s .p . r D r pr D . • -
r• D Ll[
PERIMETER CAULK BY OTHERS
BY INSTALLERSILL 00LBYOTHERS
r 'D • • D p p_ • D D p" p 1
1
EMBEDMENT)
SEEN • ^••p.A 0 , p 'p - s • SEE NOTE) p ` a . DEXTERIORFINISH - -
BY OTHERS 77 4 3 2 ryg.
v
SHIM A5 REOD
L (
MIN EDGE DIST)
r} •}' ' TO MAKE LEVEL - AL7ERNATE PR ASTSfLL DETAIL
r . , • •' ,•
r . • , ; v ; FOR MULL BAR -
A UPDATED PER NEW FBG REOUIRfMENTS 07/07/08
i: ; •
r
r rr r r. •tib (IAN•EM13MMENT) NOTE:
r • r r • •, ` '' 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE
OF MULLED WINDOWS AFTER INSTALLATION •'
CONCRETE/MASONRY INTERIOR FINISH -
eYOTHERS3 4 —yyr BY OTHERS
2. RECESS RETRO FIT CLIP 1/4" FOR CLEARANCE `
ce"
c+ , " 190Q8 144TH AVE.
MIN EDGE DIST)
WHEN INSTALLING WINDOW UNITS < P
y • ^
rFLORIDA
34474
l YEaTICAL MULL SECTION o. RETRO FIT CUPIMASONRY INSTALLATION - 4' MULL BAR
9l R JET FIT CUP (MASONRY) s ' sygp •
xr _ %
VC MULL BAR _ M1312008
p11oPA1!'fAAY AND COlNCEMIML '.
moi•-` THE NFORMArION CONTAINED IN THIS NSORAWG IS THE BOLE PROP
r' ' rn'.:CWS• 141WINDOWSYSTEMS,NC. ANY REPPAMMTKMI IN PAAT OR AS A W44OLEy*n LROBE LAB - .. WRRTEN PEAMISSATN OF CUSTOM WINDOW SYSTEMS, INC. IS PRQkWrrEa -- fL P.E. 82614'''•: 'A : 'BOF 7
a ` %
q M10 WOOD ANCHOR, '
3 WITH.WASHER (4X)
PERIMETER CAULK
BY INSTALLER
MIN. EM.t.-QEpMEN'rl
INSTALLATION ANCHOR, - - 4 3
010 WOOD ANCHOR,
W ITH W ASHER JAIX) FIETRO FIT
I2BYYNOODSUCK MULL BAR CLI?
BY OTHERS
RETRO FIT
MULL BAR CLIP I 4' VERTICAL
MULL BAR
SHEATHING
m VERTICAL MULL HEAD SECTION
8Y ETHERS
DFIFIIV FfiAAfE (WWDF
EXTERIOR FINISH
BY OTHERS J"t'y' e'1• t
CAULK -BEHIND
FIN By OTHERS
UL74' HORIZ.
WINDOW WRAP BY;INSTALLER MULL SAFI
BY OTHERS '
4• VERTICAL RETROFIT
L'RLRORIZ MULL JAMS SECTION
j,IRETROCLIPIFIN. RAME(WOOD) - MULL BAR
I
MULL BAR CUP
WINDOW WRAP
ByOTHER$
INSTALLATION ANCHOR,
T B10 WOOD ANCHOR,
WITH WASHER (4X) -
PERIMETER CAUL(
BY INSTALLER
A UPDATED PER NEW FSC REQUIREMENTS
CAULK BEHIND — MIN. EMBEDMENT) -
FIN BY OTHERS
EXTERIOR FINISH
BY OTHERS
r "s:
4. 3^ 2BY-.WOOD BUCK
NOTE: 1 e
A,i• BY OTHERS
1, RECESS RETRO FIT CLIP 114' SO MULL BAR. - x
z1 44TH AVE. -
r WILL BE;F1 USH,Al3AINST WOOD BUCK AT JAb.` ORI A .34474
l1ANDHEAD. +, ^ FI CUPlFINWOOOMISTALLATION-4'MULL
ftTIGAL MULL SILL SECTION - d.
7 RE7ROCUPIFINFRAME ,(WOOD) 6` .. c •PY6WLLBAR.
SHEATHING PIIOPMTAM AND COM WOtTIAL _ .,. •' 7 , -
BY OTHERS THE NFORMATION GONTANIm N THIS IxaAWND Is iHt sole PROPERTY o , ....., -. WNOp'N 3'5T0Aa. BIC. Aw p£PRDSR7GTLDN N PART UN A8 A W M,I W R ,
r WRITTEN PERMISSION OFCUSTOMWNDOW SYTMMS:NC. IS PROHIBITED. ', FL;P.E 9Lyi,.-" ,. •.> .- A.ANT
J1 So- Sao' fj '`
t A .