HomeMy WebLinkAbout08-8247
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
8247
Permit Number: 8247
Permit Type: ADDITION/ALTERATION
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: SINGLE FAMILY RESIDENTIAL
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
3,448.00
8/28/2008 Name: DYER, RICHARD
75.00 Address: 5910 17TH ST
75.00 ZEPHYRHILLS, FL. 33542
8/28/2008 Phone: 813 469-4486
8 REPLACEMENT WINDOWS GLASS WINDOW SIZE FOR SIZE
Address: 591017 H ST
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 11-26-21-0010-04800-0200
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E IN
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible.
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, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
~-
CONTRAC~ SIG~ PERMIT OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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Date Received . e......
Owner's Name /Z/CHIMD
Owner's Address I 5 q (0
Fee Simple Titleholder NamJ
~Qt>
OYCYL
(7771 57
bu,Jing Department
OWner phone Number
2cP1f}ft II ICC5rt?- J~ )ZI?ewner phone Number I
I Owner phone Nu~b~r I
DESCRIPTION OF WORK
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17 P1. . 9r aPt! flt-Hlle5,. ft. 335 V '"L
I PARCEL ID#I tI u 2/ 0 Oft) CJ<(ffOO ()'ZVO
(OBTAINED FROM PROPERTY TAX NOnCE)
r=J' ADD/ALT D SIGN D MOVE D
CJ REPAIR
o COMM 0
D' FRAME D
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SQ 'FOOTAGE I
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JOB ADDRESS
Fee Simple Titleholder Address I
IS~(D
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SUBDIVISION
WORK PROPOSED
NEW CONSTR
INSTALL
SFR
BLOCK
DEMOLIsH
PROPOSED USE
TYPE OF CONSTRUCTION
OTHER I
STEEL D
OTHER I
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I I I I I I . I . . . I I . I I I I I I . I . . I I I . I I . I I . I I I . . . I . . I . . . I I . . . . I . ~ . . . . '.1 . I . . . . I . . . I I . I I . . . . . . . . . . . . . . I . I . . . . I . . I . . I I . I . I I . . I . I I I I I I I I . I I . I I I I . I . . I . I I I . I . . I I
W (ALJO<-v'-5
HEIGHT I
BUILDING SIZE
~ BUILDING 1$ 3L/"'b~oD
D ELECTRICAL 1$
D PLUMBING 1$
D MECHANICAL 1$
D GAS D ROOFING
FINISHED FLOOR ELEVATIONS I
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AMP SERVICE
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PROGRESS ENERGY
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W.R.E.C.
VALUATION OF TOTAL CONSTRUCTION
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY D
FLOOD ZONE AREA
OTHER
DYES
DNO
Address
4/-ee b
I ~/JN L'cAff/t(/m~ I'/Vc,
I YI N I FEECURRENT I' Y/N I
License # I CI3c...05~ 06'7
BUILDER
SIGNATURE
ELECTRICIAN
SIGNATURE
COMPANY
REGISTERED
Y/ N FEE CURRENT
License #
Y/N FEE CURRENT
License #
Y/N FEE CURRENT
License #
Y/ N FEE CURRENT
License #
Y/N
Address
COMPANY
REGISTERED
I COMPANY
REGISTERED
I COMPANY
REGISTERED
PLUMBER
SIGNATURE
Y/N
Address
MECHANICAL
SIGNATURE
Y/N
Address
OTHER
SIGNATURE
Y/N
Address
II1I ' , 111111' , , , , ' 111I , II , I111I , 11111 , , 1111111111111111 , 1/111111111111111111111111111111111111111111111111111111111111 , I , 111/1111111 , 11111 , 111I111
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy FORnS
Minimum ten (10) working days after submittal date. Required onslte, Construction Plans, Sanitary Facilities & 1 dumpster
COMMERCIAL Attach (3) sets of Building Plans; (1) liet of Energy FORns.
Minimum ten (10) workIng days after submittal date. Required onslle, Construction Plans, Sanllary Facilllles & 1 dumpster
All commercial requirements must meet compliance.
SIGN PERMIT Attach (2) sets of Engineered Plans.
....PROPERTY SURVEY required for ali NEW construction. .
11111111111111111111111111111 . III , 111/111111111111 , , , 1/'11111 , j 1111/111111111111111111111 i i i 11111 i II i 1111 i I i II1I1 i I i 1111 i III i i III i I i III i i i i III i II i i
Directions:
Fill Qut appllcallon completely.
Owner & Contractor sign back of application. notarized
If over $2500, a Notice of Commencement Is required. (AlC upgrades over $5000)
.. Agent (for the contractor) or Power of Attorney (for the owner) would be someone With notarized leHer from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Appllcallon Only)
Reroofs Sewers Service Upgrades AlC Driveways Fences (Plot/Survey/Footage)
NOTICE OF .DEED RESTRICTIONS: The und9rslgn~d understands that this permit may be subject to "d'eed- restrlctloris.
. which may be more restrictive than County regulations. The undersigned assumes tesponslblllty forc.ompllance \NIth any
applicable deed r~strlctlons. ..... .
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:' If the owner has hired. a contractor or
c,?ntractors to undertake work, they may be required to be I,censed In aCcOrdance with state and locall'egulatlons. If the
contractor Is not licensed as required by law, both the owner and con~ractor may be cited fQr a mlsdemeanot vlolaUon
under state law. If the ~wner or Intended contractor a~e uncertalh as to what lIf?8nslng requlrement~ may apply .f~r the
Intended work, th~y are advlsed.to contact the Pasco County Building Insp~ctlon Dlvlslon-Llcensl1:19 Section at 727-847-
8009. Furthermore, If the oWner has hired a contractor or contractors, he Is advised to have thE! contraotor(s) sign
. portions of the .contractor Block" of this ~ppllcatlon for which they Will be responsible. If you, as the owner sign as the. .
contractor, that may be an Indication that h~ Is not properly IIcerised and Is hot entitled to permitting prIVIleges In Pasco
County. . . .
TRANSPORTATION I",PACT/UTILITlES IMPACT AND RESO~ROE REO OVERY FEES: The undersigned understands
that Transportation Impact Fees ~nd Recourse Recovery Fees may apply to the construction of new bUildings, chahge of
. use In. existing bulldlngs~ or expansion of existing buildings, as specified In Pasco County Ordinance hllmber 89-07 and
.' '. 90-07, as amended. The undersigned also understands; that such fees, as may be duej will be Identified at the time of
permitting. It Is further lmderstood. that Transpo~atlonlmpact Fees and Resouree Recovery Fees must be paid prior to
, receiving a "certificate of occupancy" or final power release. If. the project does hot Involve B cerllflca~e of oCCllpi:!hcy or
filial power. release, the fees must be paid prior to permit Issuance. Furthermote; It Pasco CountY. Water/Sewer Impact
. fees are due, they must be pal~ prior to permit Issuance In accordance wJth applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter.713, Florida Statu.es, as amended): 'If valuation of Worlds $2,500.00 or more, I
. certify that I, the applicant, have been. provided wIth a copy of the "Florida Con~tructlon ~Ien Law-Homeowner's
Protection Guide" prepared by the Florida Department of AgricUlture and Consumer Affairs. If the applicant Is sol11eone
other than the .owner., I certify thl11t I. have obtained a copy of the above described document and promise In good faith to
. deliver It to the "owner" prior to commencement. . .
CONTRACTOR'S/OWNER~S AFFIDAVIT: I certify that all the.lnformatlon In this application Is accurate and,that all Work
will be donEl In compllanqe with all applicable laws regulating construction, zonli"ig and land develop'inent. -Application Is
hereby made to obtain' a permit to' do work and Installation as Indicated. I certify that no work or Installation has
commenced prior to Issuance' of a permit and that all work will be p~rformed to meet standards of all laws regulating
construction, County. and City codes, zoning regUlations, and land development regUlations In the jurisdiction. I also
. . certifY that I understand that th~' regulations of other government agencies may apply to the Intended work, and that It Is
my responsibility to Identify what actions I mUst take to be In compliance. Such agencies 1I1clude but are not limited to:
Department of Environmental proteCtion-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, WaterlWastewater Treatment. . .' .
Southwest . Florida Water Management District-Wells, Cypress' l3ayheads,' Wetland Areas, Altering
Watercourses.' . .' . , '. .
Army CorPs of Englneers-Seawalls, Docks,. Navigable Waterways. . . ..' .' .
Departm'ent of He~lth & RehabllltatlveSerVlcesJEnvlronmental H$alth Unit-Wells; Wastewater Treatment,
. Septic Tanks. . .. . .
US Environmental Protection Agency-Asbestos abatement. .
Federal Aviation Authority-Runways.
I understand that the folloWing res~ctlons apply to the. use of fill:
Use of,flllls.not allowed In-Flood Zone "V" unless expressly permitted.' . . .
'If the fill material Is to be .used In Flood Zone .A~, It Is Understood that a drainage plan addr.esslng a
.compensatlng volume. will be. submitted at time of permitting which Is prepared by a professional engineer
licensed by the State of Florida. . .' . .'. . .
If the fill material Is to be used In Flood Zone "A" In connection with a permitted bUilding using stern wall
~olistructlon, I certify that fill will be used only to 'fill the area within the stem wall. .
. If fill. materll;ll Is to be used In' any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill Is found to adversely affect adjacent properties, .the owner may be cited for vtolatlng
the conditions of the building permit Issued under the attached permit appllcatlQn, for lots less than one (1)
." .. acre which are elevated by fill, an engineered drainage plan Is required. .' . ". .
.If I am the AGENT FOR THE OWNER, I promise In good faith to Inform the' owner of the permitting conditions set fo~h In
this affidavit prior to commencing. construction. I. understand that a sep~rate permit may be required for electrical wor~,
. ' . plumbing, signs, wells, pools, air conditioning, gas,' or other InstallatlonsnQt specifically Included In the application. A
permit Issued shall be construed to be a IIcans.e. to proceed with the work and not as authority to violate, c.ancel, alter. or
se~ aside any provisions of the technical codes, nor shall Issuance of a permit prevent the Building Official frQm .t~erea~er
. requiring a qorrectlon of errors In plans,CQns~ructlon or violations ,of any code.s. Every permit lssu~d shall become Invalid
unless the work authorized by such permit Is commenced within six months of permit Issuance, or If work authorized by
, the permit Is suspended or ab.andoned for a period of six (6) months after the time th~ ~~rk 15 commenced. . An extension
may be requested; In writing, from the Building Official fora period not to ex~ed ninety (90) days..and wlll,demonstrate
justifiable cause. for th~ extension. If work ceases for ninety (90) consecu,tlve days, the job Is considered abandoned. . .
: WARNING TO OWNER: YOUR FAILURE TO REC~RD A NOTICE OF COMMENCEMENT MAy ~E~ULt IN YOUR
. PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YPU INTEND. TO O.BTA~N F,NANCING; OONSUL T
, Y CO U .
. FLORIDA JURAT (F..S. 11?,.03) / d> . ~/ ~ j J --=-,) ~
OWNER OR AGENT ~ . CONTRACTOR. /. V---::. '{ r-- - -~ .
Subsatb~ and sWorn to (or amnn~)..bef0r8me this. SLlbsa1blN..Jlnd sworn to. (or .Iftnned) before me s
B zS",,)B by NIf.Ha.A<' WOItSt"J . b'=26--C'b by IVI~ftOcRS ~J'(y
Who Is/are personally known tb me or haslhave produced Who IslaJa personally knoWn to me Dr hSslhave produced .
. . L. u......~. .' as IdenUflcaUon. . U ~~. as IdentlflcaUon.
. otary Public
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t;k Ii~" "". .. Nota,y Public
Com~o'd/l.CQU~r;. ~OGES33
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City. of Zephyr bills
BUILDING PLAN REVIEW, COMMENTS
.'
Site:
-fJ-eUuMUl Gns~bn
5--2D- o~
69 I t> LJ~ -sT
R (D;t-v;/vws eel (QL(>h>Ul-b;
Contractor/Homeowner:
Date Received:
Permit Type:
. Approved wino commen~
Approved withe below COIDn1~ts: _, Denied withe below comments: 0 .
G/tiS5
JlJI 'ILl f) cJ
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Date Contract:orand/or Homeowner
(Required when comments are present).
.~.
11111111111111I1111111111111111I1111111111111111111I11111111
2008121354
NOTICE OF COMMENCEMENT
Rcpt: 1198628 Rec: 10.00
OS: 0. 00 IT: 0. 00
08/20/08--____ _____ Dpty Clerk
Permit No.
Property Identification No. II.. U - 7../ - tJt7 /0 '- d'l~ ocJ -() ZoO
JEO PITTMAN, PASCO COUNTY CLERK
08/20/08 09: 54 am 1 A,f.1.
OR BK 7908 PG ~6 {
THE UNDERSIGNED hereby give informs you that the improvement will be made to certain real property, and in accordance with
Section 713.13 of the Florida Statutes, the following information is provided in this NOnCE OF COMMENCEMENT.
1. Description of property (leg~tioni ~F-t;(JJt!: ~a,\ ~ ~
a) Street Address: '\ _ p (". \ ~
2. General description of improvements: Reulacement Windows
3. Owner Information ~
a) Name and address: ~ U -(' ~-v-J
b) Name and address of fee ~ple titleholder If other than owner)
c) Interest in property C2W /I/k.-.
4. Contractor Information
a) Name and address: Ackerman Construction. 11539 PYramid Dr. Odessa FL 33556
b) Telephone No.: (727) 375-5200 Fax No. (Opt.) (727) 375-7332
5. Surety Information
a) Name and address:
b) Amount of Bond:
c) Telephone No.: Fax No. (Opt)
6. Lender
a) Name and address:
(1;1"1- ~ 1.07..(+7...2- 6t#li<}l(<6
tJ~qsC/$ f>6'SP!IJ
'5'110 (7lJt' ST2t;(11p.It/lt~A
335'-1 L
Phone No.
7. Identity of person within the State of Florida designated by owner upon whom notices or other docwnents may be served:
a) Name and address:
b) Telephone No.: Fax No. (Opt.)
8. In addition to himself: owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b), Florida Statutes:
a) Name and address:
b) Telephone No: Fax No. (Opt.)
9. Expiration date of.Notice of Commencement (the expiration date is one year from the date of recording unless a different date is
specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY TIlE OWNER AFfER TIlE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FWRIDA STATUTES, AND CAN RESULT DSfYOUR PAYING lWICE FOR IMPROVEMENTS TO YOUR PROPERTY.
A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON TIlE JOB SITE BEFORE TIlE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN AITORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
STATE OF FLORIDA COUNTY OF f A-SCD
~\~~(m~
.. i of Owner or Owner. AuIborized cerlDirector/Partner/Maoager
~\c.:.~'A~'~'f~
Print Name
The foregoing instrument was acknowledged before me this ~ May of J fA L Y , 2008, by ;.<./ Cff A Rj) D >'f(-<
as (type of authority,'!e.g. officer, trustee, attorney
in fact) for (name of party on behalf of whom instent was executed).
Personally Known _OR Produced Identification V Notary Signature as /' .-7"V\ /i~ L' ,'.
Type of Identification Producc:d .t- L - 1) L Name (print)
o bM; r 7 40 "31 -3 jil. IJ
Verification pursuant to Section 92.525, Florida S~es. Under penalties of perjury, I de
facts stated in it are t-ue to the best of my knowledge and belief I
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Florida Building Code Online
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FL# ~ Manufacturer Validated ~
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Filoaq- Revision Alslde Window Company Approved
R1 FL#: FLl089.1
~ Model: 0201
Description: Replacement: 48x78 DP30, 44x77 DP35,
44x60 DP45, 36x72 DP55i 1/8" glass
Category: Windows
Subcategory: Double Hung
DCA Administration
DefMl'fment 01 Community Affairs
Florida Bulldlnll Code Online
Cod.. and standlll'ds
2555 Shumard Oak Boulevard
Tallahassee, FIorfda 32399-2100
(850) 487-1824, Fax (850) 414-8436
. C 2000-2005 The State of florida. All r1ghts reserved. Copyrlaht and Dlsdalmer
Product Approval Accepts:
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4/14/2008
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Architectural Testing
AAMAJWDMA/CSA TEST REPORT
Rendered to:
ASSOCIATED MATERIALS, INC.
SERIESIMODEL: 0201
PRODUCT TYPE: PVC Double Hung Window
Test S ecimen #1
H-LC25 1118 x 1956
Title
Primary Product Designator
Air Infiltration
Water Penetration Resistance Test Pressure
Uniform'Load Structural Test Pressure
Forced En Resistance
*-Optional Secondary Designators
Test Completion Date: 01/27/06
Reference must be made to Report No. 62609.01-501-47, dated 02/14/06 for complete test
specimen description and data.
130 Derry Court
York, PA 17402-9405
phone: 717.764.7700
fax: 717.764.4129
www.archtest.com
.
~
Architectural Testfns
AAMA/WDMA/CSA TEST REPORT
Rendered to:
ASSOCIATED MATERIALS, INC.
3773 State Road
Cuyahoga Falls, Ohio 44223
Report No.:
Test Dates:
Through:
Report Date:
Expiration Date:
62609.01-501-47
01/25/06
01/27/06
02/14/06
01/27/10
Project Summary: Architectural Testing, Inc. (AT!) was contracted by Associated Materials,
Inc. to perform tests on three SeriesIModel 0201, PVC double hung windows at their facility
located in Cuyahoga Falls, Ohio. The samples tested successfully met the performance
requirements for the following ratings: Test Specimen #1: H-LC25 1118 x 1956 (44 x 77); Test
Specimen #2: H-LC45 1118 x 1524* (44 x 60*); Test Specimen #3: H-LC55 914 x 1524* (36 x
60*). Test specimen description and results are reported herein.
General Note: An asterisk (*) next to the performance grade indicates that the size tested for
optional performance was smaller than the Gateway test size for the product type and class.
Test Specifications: The test specimens were evaluated in accordance with the following:
ANSJlAAMAINWWDA 101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC)
and Wood Windows antfGlass Doors.
AAMAIWDMA/CSA 101/I.S.2/A440-05, Standard/Specification for Windows, Doors, and
Unit Skylights.
Test Specimen Description:
SerieslModeI: 0201
Product Type: Poly Vinyl Chloride (PVC) Double Hung Window
Test Specimen #1: H-LC25 1118 x 1956 (44 x 77)
Overall Size: 1118 mm (44") wide by 1956 mm (77") high
Top Sash Size: 1035 mm (40-3/4") wide by 940 mm (37") high
Bottom Sash Size: 1060 mm (41-3/4") wide by 965 mm (38") high
Screen Size: 1019 mm (40-118") wide by 965 mm (38") high
Overall Area: 2.19 m2 (23.5 tf-)
130 Derry Court
York, PA 17402-9405
phone: 717-764-nOO
fax: 717-764-4129
www.archtest.com
..
~
Architectural Testing
62609.01-501-47
Page 2 of 10
Test Specimen Description: (Continued)
Test Specimen #2: H-LC45 1118 x 1524* (44 x 60*)
Overall Size: 1118 nun (44") wide by 1524 mm (60") high
Top Sash Size: 1035 mm (40-3/4") wide by 721 mm (28-3/8") high
Bottom Sash Size: 1060 mm (41-3/4") wide by 748 mm (29-7/16") high.
Overall Area: 1.70 m2 (18.3 if)
Test Specimen #3: H-LC55 914 x 1524* (36 x 60*)
Overall Size: 914 nun (36") wide by 1524 mm (60") high
>
Top Sash Size: 832 mm (32-3/4") wide by 721 mm (28-3/8") high
Bottom Sash Size: 857 mm (33-3/4") wide by 748 nun (29-7/16") high
Overall Area: 1.39 m2 (15.0 if)
The following descriptions apply to all specimens.
Finish: All PVC was white.
Glazing Details: The sash were exterior glazed with nomina121 nun (13/16") thick, sealed
insulating glass fabricated from two sheets of3.0 mm (1/8") clear annealed glass a V-shaped
steel spacer system embedded in sealant, single sealed~ The insulating glass was set against
a double-sided adhesive tape and secured with rigid vinyl glazing beads.
Frame Construction: The PVC frame was constructed using mitered and welded comer
construction. A snap-in PVC adapter was applied to the head.
Sash Construction: The PVC sash were assembled utilizing mitered and welded comer
construction.
Screen Construction: The screen was constructed with extruded aluminum. The comers
were miter cut and secured using plastic comer keys. The fiberglass mesh screen cloth was
held-in-place with a flexible vinyl spline.
.
~
Architectural Testing
62609.01-501-47
Page 3 ofl 0
Test Specimen Description: (Continued)
Weatherstripping:
Description Quantity Location
4.7 rom (0.187") backed by 1 Row Head insert, sill, lock rail
6.6 nun (0.260") high pile
with center fin
4.7 nun (0.187") backed by 1 Row Exterior meeting rail (exterior),
8.9 nun (0.350") high pile top rail
with. center fin
4.7 nun (0.187") backed by 2 Rows Sash stiles
8.9 nun (0.350") high pile
with center fin
~
4.7 nun (0.187") backed by 1 Row Exterior meeting rail (interior)
14.0 rom (0.550") high
vinyl jacket/foam filled bulb
4.7 mID (0.187") backed by 1 Row Bottom rail
10.2 rom (0040011) diameter,
offset vinyl jacket/foam filled bulb
25.4 rom (1.011) by 12.7 rom (1/2") 4 Meeting rails, one at each end
by 6.4 mm (0.250"}high
adhesive backed pile pad
Hardware:
Description Quantity
Metal button cam lock 1
and keeper
Location
Metal button cam lock 2
and keeper
Lock rail at mid-span, with mating
keeper at exterior meeting rail
(Test Specimen #1)
Lock rail, 216 mm (8-1/2") in from
each end, mating keepers at exterior
meeting rail (Test Specimen #2 & #3)
Metal pivot bar 4
Constant force balance 4
system with locking tilt shoes
Top comer of sash
Bottom comer of sash
Plastic tilt latch 4
One per jamb
.
~
Architectural Testing
62609.01-501-47
Page 4 of 10
Test Specimen Description: (Continued)
Drainage:
Description
Quantity
Location
22 nun (7/8") wide by
4.7 nun (3/16") high weepslot
(with flap)
32 nun (1-1/4") wide by
12.7 nun (1/2") deep weeps lot
2
Exterior face of sill, one at
each end
2
Sill/jamb intersection, one at each
end
25 nun (1 It) wide by
4.7 nun (3/16") high weepslot
>
2
Intermediate sill wall, one at
each end
19.0 nun (3/4") wide by
4.7 nun (3/16") deep weepslot
2
Sill screen track, one at
each end
9.5 nun (3/8") wide by
3.2 nun (1/8") deep weeps lot
4
Bottom sash rail and exterior
meeting rail, one. at each end
Reinforcement: The lock rail contained a custom shaped, formed steel reinforcement
measuring 22.2 mm by 11.7 nun by 1.2 nun (0.875" by 0.461 II by 0.047"), reference
Drawing No. UY0095. The keeper rail and bottom rail contained a custom shaped, formed
steel reinforcement measuring 11.7 nun by 12;0 mm by 1.5 mm (0.875" by 0.473" by
0.059"), reference Drawing No. UY0094.
Installation: The unit was installed in a wood buck constructed of Spruce-Pine-Fir
construction lumber and secured through the jambs to the buck using four #8 x 64 nun
(2-1/2 ") long screws, one at the top and bottom of each jamb. The exterior and interior
perimeter was sealed with a silicone sealant, with the exception of an approximate. 1 02 nun
(4") long void at each interior sill comer. A nominal 5 mm (3/16") gap was maintained at
the perimeter between the buck and window frame.
.
~
Architectural Testing
62609.01-501-47
Page 5 of 10
Test Results: The results are tabulated as follows:
Paragraph Title of Test - Test Method Results Allowed
Test Specimen #1: H-LC25 1118 x 1956 (44 x 77)
2.2.1.6.1 Operating Force
5.3.1.1
Bottom Sash
Open 230 N (50 lbs)
Breakaway 67 N (15 lbs)
Maintain motion 89 N (20 lbs) 155 N (35 Ibs)
Close
,Breakaway 36 N (8Ibs) 230 N (50 Ibs)
Maintain motion 45 N (10 lbs) 155 N (35 lbs)
Top Sash
~
Breakaway 27 N (6Ibs) 230 N (50 Ibs)
Maintain motion 89 N (20 lbs) 155 N (35 Ibs)
Close
Breakaway 53 N (12 lbs) 230 N (50 lbs)
Maintain motion 80 N (18Ibs) 155 N (35Ibs)
Lock
Open 5 N (lIb) J 00 N (22.5 Ibs)
Close 5N(1Ib) 100 N (22.5Ibs)
Latches
Open 5N(1Ib) 100 N (22.5 Ibs)
2.1.2 Air Leakage Resistance per ASTM E 283 (See Note #1)
5.3.2 75 Pa (1.57 psf, 25 mph) 1.1 L/s/m2 1.5 L/sim2
(0.21 cfin/~) (0.30 cfinl~) max.
Note #1: The tested specimen meets (or exceeds) the performance levels specified in
ANSI/AAMAINWWDA 1 01lL S. 2-97, lOl/LS.2/NAFS-02, AAMA/WDMAlCSA lOllLS.
2/A440-05 for air infiltration.
.
~
Architectural Testing
62609.01-501-47
Page 6 of 10
Test Results: (Continued)
Paragraph Title of Test - Test Method
Results
Allowed
Test Specimen #1: H-LC25 1118 x 1956 (44 x 77) (Continued)
2.1.3
5.3.3
Water Resistance per ASTM E 547
(with and without screen)
180 Pa (3.75 pst) No Jeakage
No leakage
2.1.4.1
5.3.4.2
Uniform Load Deflection per ASTM E 330
(Deflections reported were taken on the exterior meeting rail)
(Loads were held for 52 seconds)
1200 Pa (25.0 pst) (positive) 6.9 nun (0.27")
1200 Pa (25.0 pst) (negative) 9.1 mm (0.36")
See Note #2
See Note #2
Note #2: The deflections reported are not limited by AAMAIWDMA/CSA IOI/LS.2/A440-05
for this product designation. The deflection data is recorded in this reportfor.special code
compliance and information only.
2.1.4.2
5.3.4.3
Uniform Load Structural per ASTM E 330
(Permanent sets reported were taken on the exterior meeting rail)
, (Loads were held for 10 seconds)
1800 Pa (37.5 pst) (positive) 0.5 mm (0.02")
1800 Pa (37.5 pst) (negative) 0.3 nun (0.01 ")
4.1 mm (0.16") max.
4.1 mm(0.16") max.
2.1.8
5.3.5
Forced Entry Resistance per ASTM F 588
Type: A Grade: 10
Hand Tool Manipulation
Tests Al through A 7
Hand Tool Manipulation
No entry
No entry
No entry
No entry
No entry
No entry
5.3.6.2
Thermoplastic Comer Weld Test Meets as stated
Meets as stated
..
~
Architectural Testing
Test Results: (Continued)
Paragraph Title of Test - Test Method
Results
Test Specimen #1: H-LC25 1118 x 1956 (44 x 77) (Continued)
2.2.1.6.2
5.3.6.3
DeglazingTest per ASTM E 987
Tol' Sash
In operating direction - 320 N (70 Ibs)
Meeting rail 1.5 nun.(0.06")
Top rail 1.5 nun (0.06")
In remaining direction - 230 N (50 lbs)
Left stile 0.8 nun.(0.03")
Right stile 0.8 nun (0.03 It)
'>
Bottom Sash
In operating direction - 320 N (70 lbs)
Meeting rail 1.5 nun:(0.06")
Bottom rail 1.5 nun(0.06")
In remaining direction - 230 N (50 Ibs)
Left stile 0.8 mm;(0.03")
Right stile 0.8 mm,(0.03")
Optional Performance
4.3
4.4.3.4
Water Resistance per ASTM E 547
(with and without screen)
440 Pa (9.0 pst) No leakage
62609.01-501-47
Page 7 of 10
Allowed
11.43.mm (0.45")
11.43 nun (0.45")
11.43 nun (0.45")
11.43 nun (0.45")
11.43 nun (0.45")
11.43 rom (0.45")
11.43 nun (0.45")
11.43 nun (0.45")
No leakage
.
~
Architectural Testing
Test Results: (Continued)
Paragraph Title of Test - Test Method
, Results
Test Specimen #2: H-LC45 1118 x 1524* (44 x 60*)
Optional Performance
62609.01-501-47
Page 8 of 10
Allowed
Uniform Load Deflection per ASTM E 330
(Deflections reported were taken on the exterior meeting rail)
(Loads were held for 52 seconds)
2160 Pa (45.0 pst) (positive) 10.7 mm (0.42")
2160 Pa(45.0 pst) (negative) 14.7 mm (0.58")
4.4.1
4.4.3.2
4.4.2
4.4.3.2
See Note #2
See Note #2
Uniform Load Structural per ASTM E 330
(Permanent sets reported were taken on th~ exterior meeting rail)
(Loads were held for 10 seconds)
3240 Pa (67.5 pst) (positive) 0.3 rom (0.01")
3240 Pa (67'.5 pst) (negative) 1.5 nun (0.06")
Test Specimen #3: H-LC55 914 x 1524* (36 x 60*)
OptionalP~ormance
4.4.1
4.4.3 .2
4.1 mm (0.16") max.
4.1 mm (0.16") max.
Uniform Load Deflection per ASTM E 330
(Deflections reported were taken on the exterior meeting rail)
(Loads were held for 52 seconds)
2640 Pa (55.0 pst) (positive) 9.1 mm (0.36")
2640 Pa (55.0 pst) (negative) 7.6 mm (0.30")
4.4.2
4.4.3.2
See Note #2
See Note #2
Uniform Load Structural per ASTM E 330
(Permanent sets reported were taken on the exterior meeting rail)
(Loads were held for 10 seconds)
3960 Pa (82.5 pst) (positive) 1.5 mm (0.06")
3960 Pa (82.5 pst) (negative) 0.3 mm (0.01 ")
3.3 mm (0.13") max.
3.3 mm (0.13") max.
..
~
Architectural Testing
62609.01-501-47
Page 9 of 10
Drawing Reference: The test specimen drawings have been reviewed by AT! and match the
test specimen reported herein.
Detailed drawings, representative samples of the test specimen, and a copy of this report will be
retained by A TI for a period of four years from the original test date. The above results were
secured by using the designated test methods and they indicate compliance with the performance
requirements of the above referenced specification. This report does not constitute certification
of this product, which may only be granted by the certification program administrator. This
report maynot be reproduced, except in full, without the approval of Architectural Testing, Inc.
For ARCHITECTURAL TESTING, INC.
~ 1INt,,/jJ1
0IgIlaIIy SIgned far: 4nft George by JennIflIr L. De"la
0IgilalIy SIgned bv: Mc:I1aeI L ~
Lynn George
Project Manager
Michael L. Mackereth
Director - Operations
LG:jld
Attachments (pages):
Appendix-A: Alteration Addendum (1)
Appendix-B: Drawings (13)
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Product Approval
USER: Public User
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Se.rch Criteria
'Code Version 2004
;Applieation Type AU.
Category AlL
. ;Appllcation Status AlL
'Product Model, Number or Name AU.
Approved for use in HVHZ AlL
;Impact Resistant ALL
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Product Manufacturer
Subcategory
Compliance Method
Product Description
Approved for use outside HVHZ
Design Pressure
Refine Searchl
1089.5 i
AU. '
AU.
ALL
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1~-r~hR;;-~lb-~-APpli~ti~;;-.---'-.--.----"---------"---------..----.-----.----..-.-
, fl.# Type t4;!;nufaeb1r:er ~aUdated Sta~
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j
, FL1089- Revision A1side Window Company Approved
r~-- FL#: FUQ89.5
f Kh:~t.O:\f Model: 0501
i ..-. _._--,_..._~ Description: Replacement; 52x61 DP35; l/S- gIass,3 earn
i locks/keepers,.OP. tilt latch' wrH Key"
!
Category: Windows
Subcategory: Double Hung
. -'-""'-'. ,_,.w..._"... ... ........--...... .-.. ........_..._...-...._..--.~....._-_..._.._- ..-..- ......~- ..--.... _........_.....M...... ... .............-.... ..............-.. .............--"...-....................-....-..............- . ..... ~......_. -....-.
DCA Administration.
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2SSS ShumlU"d Ollie BouIoVMd
TlIIlAhII_, ~ 323990-2100
(850) 487-1824, Suncom 277-1824, Fu (850) 414-8436
C 2000-2005 The Stille d Roridlll. All Jightil..-rved. Coovrlaht "nd Disdaimer
.......uct AfIItrov" AccepU.
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http://floridabuilding.org/pr/pr _ app _lst.aspx
11/12/2007
..
~
Architectural Testing
July 11, 2006
Marsh Fernbaugh, Director of Testing
Associated Materials, Incorporated
3773 State Road
Cuyahoga Falls, Ohio 44309-1365
RE: Masonry Installation of 0501 Do~ble Hung Windows sizes 3' 0" wide by 6' 0" tall,
3' 8" wide by 6' 5" tall, 4' 4" wide by 7' 0" t~J1, and 4' 4" wide by 5' 1" tall. '
Dear Mr. Fernbaugh:
I have performed an installation fastener analysis for your 0501 Double Hung Window
installed to masonry walls. The windows considered were as foHows:
Size
4' 4" x 7' 0"
3' 8" x 6' 5"
4' 4" x 5' 1"
3' 0" X 6' 0"
DP
25 psf
4Q psf
40 psf
50 psf
Test Report No.
64874.02-501-47
64874.02-501-47
64874.02-501-47
64874.02-501-47
My analysis assumed using 3/16" diameter Tapcon anchors with a minimum embedment
of 1-114". !o safely resist the design wind pressure, 7 such anchors are required. At
installation, use three (3) anchors in each jamb: one near the top and bottom comers and
one at mid span. And one (I) anchor in the mid span of the head.
If you have any questions regarding my analysis, please contact me.
Sincerely.
ARCHITECTURAL TESTING, INC
~ a. ~'CJ'L
-..._.".........,.-
Joseph A. Reed, r.E.
Director - Engineering Services
JAR:jar
.,.;
'.
cc: 65030.02- I 22-34
130 Derry Court
York, PA 17406-8405
phone: 717-764-nOO
fax: 717-764-4129
www.archtest.com
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Publications FBC Staff BCIS Site Map Unks Search
Product Approval
USER: Public User
> o. 0: . :::... ':-.,,;c,. "t:, o.6~.'-'C > AppUcation Uat
Search Criteria
Code Version 2004 FL#
Application Type ALL Product Manufacturer
Category Windows Subcategory
. Application Status ALL Compliance Method
Product Model, Number or Name ALL Product Description
Approved for use in HVHZ ALL Approved for use outside HVHZ
Impact Resistant ALL Design Pressure
Other ALL
6362.1
Alside, In'c., Division of AMI
ALL
ALL
ALL
ALL
ALL
Search ReSults - Applications
fl.;'!: T"l..ES"'.f,w;r.. I'! a 1'lc-uf:;:!!g';J 1?' ~ad~da;ted S-1'f' Status
~,:::I'~:~ . .. ............. #
,.El?362 New Alside, Inc., Division of AMI L.F. Schmidt, Approved
FL#: FL6362.1 P.E.
Model: a. 3100 Structural Mullion - Replacement (813) 926-
Construction 6537
Description: Extruded Aluminum Clipped Mullion for use on
Masonry or Wood Openings
Category: Windows
Subcategory: Mullions
OCA Administration
DepIJrfm~e ~f C'!"__unity Af&in
He,.. .uih~ng Code O..n...
CIHIe. ami Stand....
2555 Shumard Oak Boulevard
Tallahassee, Ronda 32399-2100
(850) 487-1824, SUllCom 277-1824, Fax (850) 414-8436
@ 2000-2005 The State of Florida. All rights reserved. Coovriaht and Disclaimer
Product Appntval Accepts:
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http://floridabuilding.org/pr/pr_app_Ist.aspx
10/22/2007
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