HomeMy WebLinkAbout09-9561 CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780 -0020 9561
BUILDING PERMIT
Permit Number: 9561 Address: 37531 NEUKOM AVE LOT 143
Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: GRAND HORIZONS
Est. Value: Parcel Number: 34- 25 -21- 0090 - 00000 -1430
Improv. Cost: 5,350.00 a; � itp4P .iEt
Date Issued: 9/22/2009 Name: HOLLIDAY, SHARON
Total Fees: 90.00 Address: 37531 NEUKOM AVE
Amount Paid: 90.00 ZEPHYRHILLS FL 33541
Date Paid: 9/22/2009 Phone: (813)779 -8680
Work Desc: REPLACE 11 WINDOWS
...: z.,_. _ .<. ".. .. ... ,»KN{ .. ,.•. `'_... afra ate.. ...,«. .. ...... ... r A .;,
BAH', RANIY K 1 H BU L DI E 90.00
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F• • = 2ND R•U H PLUMB MIS IN ULATI•N EILIN
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.
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one 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."
Vi % -i
CONTRACTOR SIGNATURE PERMIT OFFI rR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
L4 do Z ,(l
1111111 11111 11111 11111 11111111111111111111111111111111111111
2009130188
Rcpt.: 1263577 Roe: 10.00
DS: 0.00 IT: 0.00
09/15/09 __ _ Dpty Clerk
NOTICE OF COMMENCEMENT
PAULA S. O'NEIL, PASCO CLERK a COMPTROLLER
09 OR 5 BK 9 81g§ 1
PG 1987
1187
Permit No. `
Property Identification No. 335 'O1L-/
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 NOTICE OF COMMENCEMENT.
1.Description of property (legal description:) C/rtit el 4 ' .4 -/ , #. 3V /.W Q " /DoL Led-11/3 at S�dl,3
a) Street Address: 3 S Wed / ]ri77 • ' d '' 1.9c
2.General description of /
improvements: `/ � �� 4/42)J f
3.Owner I Na an d address:
a) / / 1 • J7S3/ M /n /�Gi° 7E / c /
) Nae and �`JQ./�Q/1 /10/ r -'�
b) Name and address of fee simple titleholder f other than owner)
c) Interest in property
.: tractor Information //
a) Name and address: &i1)r`d 4 tin • —Lite . is* Cori---Z011 4,J r/ LN - C
b) Telephone No.: Fax No. (Op r.)
JJ
— 05.Surety Information
a) Name and address:
b) Amount of Bond:
c) Telephone No.: Fax No. (Opt.)
6.Lender
a) Name and address:
Phone No.
7. Identity of person within the State of Florida designated by owner upon whom notices or other documents 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 THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.
A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
STATE OF FLORIDA
COUNTY OF PASCO I ,/ .� r ��
• a o Owner or Own: A. thpriz d Officer/Direct" artner/Manager
d/
Print Name
regoing ins n was acknowledged before me this ?"
fo day of \ /)Lbt , 20di , by
T • ariilitAi as dZVIJ' (type of authority, e.g. officer, trustee, attorney
in fact) for /� �t.dei (name of party on behalf of whom jai,strument was executed).
Personally Known OR OR Produced Identification Notary Signature C--- )(7"v/ kid
Type of Identification Produced Name (print) �-tc X
Verification pursuant to Section 92.525, Florida Statutes. Under penalties of • erjury, I declare that I have read the foregoing and that
the facts stated in it are true to the best of my knowledge and belief.
STATE OF FLORIDA, COUNTY OF PASCO /
THIS IS TO CERTIFY THAT THE FOREGOING IS A `,i �
S
For ture of Natural Person Signi j, ov
�blfsa�o6rORRECT COPY OF THE DOCUMENT �
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
WITNESS MY HAND AND OFFICIAL SEAL THIS
NOTARY PUBLIC STATE of FLORIDA
S
�i�Wt DAY OF 7` 2 E ? acie Hartwig
PAULA S. O'NEIL, CLERK & COMPTROLL—R Fission #DD652189
BY r �B� DEPUTY .,, OCT. 16, 2009
' UTY CLERK SONDE; nt } ! C BONDING CO., INC.
813-780 -0020 City of Zephyrhills Permit Application rax -o -10U
Building Department
Date Received Phone Contact for Permitting
IIIIIIIII1IIItILLLLLE
Owner's Name c.Shtivn alb t4 j Owner Phone Number
Owner's Address 1 37s /JPU1e M I Owner Phone Number
Fee Simple Titleholder Namel Owner Phone Number
Fee Simple Titleholder Address I
JOB ADDRESS I 375 i ea RN" .4e- Z9 330/ I LOT # I 10
SUBDIVISION 1 64X/1 A/ja w ' I PARCEL ID #I V dtr -01-00g) m - f y3V
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED ln NEW CONSTR I I ADD /ALT I I SIGN Q MOVE I 1 DEMOLISH
11,2 INSTALL REPAIR
PROPOSED USE I' ,eI SFR I I COMM I I OTHER I I
TYPE OF CONSTRUCTION I I BLOCK I I FRAME I I STEEL I I OTHER 1 I
DESCRIPTION OF WORK 1 re9 /i& 1/ W M. I
BUILDING SIZE SQ FOOTAGE I I HEIGHT I I
EN BUILDING $ <-. 23.1 c' VALUATION OF TOTAL CONSTRUCTION
I I ELECTRICAL $ V V AMP SERVICE 1 1 PROGRESS ENERGY El W.R.E.C,
I I PLUMBING $ , _ >,,
' 9
I I MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
I 1 GAS 1 1 ROOFING I 1 SPECIALTY 1 I OTHER f 1 f
YES
FINISHED FLOOR ELEVATIONS FLOOD ZON E AREA 1 I I INO •t aji) Ui W /
BUILDER ` 9 ( O COMPANY 4J c$ "AA - Z 1
SIGNATURE C(� ° / J REGISTERED Y / N FEE CURRENT I Y / N I N ,
Address G 5/0 Teri 41 : 0 - Al 2y4/a )5(' License # ICI 0 446 7 7 J. f . .
ELECTRICIAN COMPANY - ' _ -...-
SIGNATURE REGISTERED I Y / N I FEE CURRENT I Y/ N I
Address I License #
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I
Address License # I I
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N 1
Address 1 License #
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I
Address License # I
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R -O -W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions /large projects
COMMERCIAL Attach (3) sets of Building Plans; (1) set of Energy Forms. R -O -W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
* ** *PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A/C upgrades over $5000)
** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs Sewers Service Upgrades A/G Fences (Plot/Survey /Footage)
Driveways -Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned Understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division — Licensing Section at 727 -847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT /UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89 -07 and
90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law— Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner ", I certify that 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 information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. 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 performed 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 the 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 include but are not limited to:
Department of Environmental Protection - Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District - Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers - Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services /Environmental Health Unit - Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency- Asbestos abatement.
- Federal Aviation Authority- Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is 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 addressing a
"compensating 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 stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material 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 violating
the conditions of the building permit issued under the attached permit application, 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 forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued 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 abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned.
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.
FLORIDA JURAT (F.S. 117.03
OWNER OR AGENT" L° u- /aI CONTRACTOR �`'° : �1
ubs bed and b sworn,t9(or of rmed )bef a me this / T Z ubs rib Vi and b am to for affirmed) before me this /y he
qi elf MI/1W 0
Wh o is /are personally known to me or has/have produced Who is /are personally known to me or has/have as Identification.
as identification.
' / ' Notary Public ...-2..4.--g-,=, Notary Public
/// Commissio o.
Commission N .
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped
Pasco County Parcel: 34- 25 -21- 0090 - 00000 -1430 001 Page 1 of 2
•
Search Again Show Map Generalized Building Schematic Frequently Asked Questions Estimate Taxes
Other Agency Data: Tax Collector School Board Supervisor of Elections
r Data Current as Of: I Weekly Archive - Saturday, September 19, 2009
Parcel ID ( 34- 25 -21- 0090 - 00000 -1430 (Card: 001 of 001)
Classification 1 02 - Mobile Homes
Mailing Address Property Value
HOLLIDAY SHARON J Ag Land $0
37531 NEUKOM AVE Land $24,550
ZEPHYRHILLS, FL 335419303
Building $78,311
Physical Address
Extra Features $1,589
37531 NEUKOM AVE
ZEPHYRHILLS, FL 33541 -9303 Market Value $104,450
Assessed (Save Our Homes) $85,010
Legal Description (First 4 Lines) Homestead 196.031 - $25,000
See Plat for this Subdivision' Non- School Additional Homestead Exemption - $25,000
GRAND HORIZONS -PHASE ONE Non - School Taxable Value $35,010
PB 34 PGS 99 -102 School District Taxable Value $60,010
LOT 143 Warning: A significant taxable value increase
OR 5013 PG 134 & may occur when sold. Click here for details
and info. regarding the posting of exemptions.
Land Detail (Card: 001 of 001)
I Line II Use IIDescriptionll Zoning II Units II Type II Price II Condition 11 Value
I 1 11 0100 II SFR II 00M1 11 6,000.00 II SF II $4.00 11 1.00 11 $24,000
2 11 0100 II SFR 1 00M1 11 1,000.00 II SF II $0.55 II 1.00 11 $550
I Additional Land Information
I Acres (1 0.16 Il Tax Area II 3OZH II FEMA Code I X °Residential Code11 GDHZLP1
L Building Information - Use 02 - Mobile Home (Card: 001 of 001)
Year Built 2003 Stories 1.0
Exterior Wall 1 Above Average Exterior Wall 2 None
Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle
Interior Wall 1 Drywall Interior Wall 2 None
Flooring 1 Sheet Vinyl Flooring 2 Carpet
Fuel Electric Heat Forced Air - Ducted
A/C None Baths 2.0
Line II Description I I Sq. Feet II Repl. Cost New
1 11 1 2 II F 1,458
I I 208 II $74,241 $2,750
1 3 11 FCA
11 400 I I $4,074
I 4 11 FEA I I 160 I I $6,925
E Extra Features (Card: 001 of 001)
r Line I Description II Year I Units I Value
r 1
II DWC I l 2002 II 440 II $875 I- 2 CAC -4 I I 2002 I I 1 II $714
I Sales History
I Previous Owner 11 GRAND HORIZONS INC
I Year I Month II Book /Page II Type II Amount
I 2009
II
06 11 8097 / 1795
II 11 II QC II $0
http : / /appraiser.pascogov. com/ search /parcel. aspx ?sec= 34 &twn =25 &rng=21 &sbb= 0090 &b ... 9/22/2009
F' 11 +V 1
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: 6 A 1 Gcfrrurl t-t .-v1 JA c
Date Received: 9 /5t -0 9
Site: 3 7 S 3 / /nowt -
-
Permit Type: A / 0 /4 C e.rrtE'yc i , s 0
Approved wino comments: ?/) Approved w /the below comments: ❑ Denied w /the below comments: ❑
This comment sheet shall be kept with the permit and /or plans.
4 , ( . 7
F ---..2--v 2
Kalvin Switz lans Examiner Date Contractor and /or Homeowner
(Required when comments are present)
BAHR'S ALUMINUM INC. Invoice No.
6440 Fat King Rd
Zephyrhills FL 33542
(813 - 782 -3513) Toll Free:(866) 296 -4316
INVOICE
Customer' Maw
Name Sharon Holliday Date 9/9/2009
Address 37531 Neukom Ave - Grand Horizon Order No.
City Zephyrhills State FL ZIP Rep
Phone 813 - 779 -8680 FOB
Qty Description Unit Price TOTAL
Replace MH Windows
Install (11 ) New Windows : CWS Series 8100 Single Hung Windows
Insulated LoE 366 Glass - White Vinyl Frame
Permit Included
Agent:
1 Date: jit $5,350.00 $ 5,350.00
Customer : jr , �ar0
SubTotal $ 5,350.00
Shipping $ -
Payment ( �y� Tax Rate(s) 0.00% $
Comments e
r 3 /'^ / TOTAL $ 5,350.00
Name
CC # Office Use Only
Expires
We guarantee all material used in this contract to be as specified above and the entire job to be done in a neat,
workmanlike manner. Any variations from plan or alterations requiting extra labor or material will be performed only
upon written order and billed in addition to the sum covered by this contract.
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Florida Building Code Online http: // floridabuilding. org /pr /pr_app_dtl.aspx ?param= wGEVXQwtD...
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fin Product Approval
0 � USER: Public User
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Affairs Product Approval Menu > Product or Application Search > Application List > Application Detail
QAMWAXnY KANNNG FL # FL12068
It MUNRO a COMMUNITY Application Type New
OEVELOp1+ err Code Version 2007
EMERGENCY Application Status Validated
NiANAGamiENT
taFRc of Mr _ Comments r -a 03/04/09
Archived
Product Manufacturer Silverline Building Products Corp.
Address /Phone /Email One Silverline Drive
North Brunswick, NJ 08902
(732) 435-1000
rickw @rwbldgconsultants.com
Authorized Signature Craig Calderone
rickw @rwbldgconsultants.com
Technical Representative
Address /Phone /Email
Quality Assurance Representative
Address /Phone /Email
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License PE -43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2011
Validated By Ryan 3. King, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL12068 RO COI CERT of INDEPENDENCE.odf
Referenced Standard and Year (of Standard) Standard Year
101 /I.5.2 1997
AAMA /W DMA /CSA101 /I.S.2 /A440 2005
ASTM E1300 2002
ASTM E1300 2004
ASTM E1886/E1996 2002
TAS 202 1994
Equivalence of Product Standards
Certified By
Sections from the Code
1 of 4 3/13/2009 11:11 AM
Florida Building Code Online http: / /floridabuilding.org/pr /pr_app_ dtl.aspx ?param= wGEVXQwtD...
Product Approval Method Method 1 Option D
Date Submitted 01/26/2009
Date Validated 03/04/2009
Summary of Products
FL # Model, Number or Name Description
12068.1 a. 2000 Series / Model 2001 Extruded Vinyl Single Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12068 RO II INST 12068.1.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 12068.1 for Design Pressure Ratings, FL12068 RO AE EVAL 12068.1.pdf
any additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
12068.2 b. 2000 Series / Model 2002 Extruded Vinyl Twin Single Hung Window (Continuous
Head and Sill with Integral Mullion)
— i
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12068 RO II INST 12068.2.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 12068.2 for Design Pressure Ratings, FL12068 RO AE EVAL 12068.2.pdf
any additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
12068.3 c. 2000 Series / Model 2003 Extruded Vinyl Triple Single Hung Window (Continuous
Head and Sill with Integral Mullion)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12068 RO II INST 12068.3.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 12068.3 for Design Pressure Ratings, FL12068 RO AE EVAL 12068.3.pdf
any additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
12068.4 d. 2100 Series / Model 2111 Extruded Vinyl Single Hung Window - Flange
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12068 RO II INST 12068.4.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 12068.4 for Design Pressure Ratings, FL12068 RO AE EVAL 12068.4.pdf
any additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
12068.5 e. 2200 Series / Model 2201 Extruded Vinyl Single Hung Window - Nailing Fin
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12068 RO II INST 12068.5.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 12068.5 for Design Pressure Ratings, FL12068 RO AE EVAL 12068.5.pdf
any additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
12068.6 f. 2200 Series / Model 2202 Extruded Vinyl Twin Single Hung Window - Nailing Fin
(Continuous Head and Sill with Integral Mullion)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12068 RO II INST 12068.6.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 12068.6 for Design Pressure Ratings, FL12068 RO AE EVAL 12068.6.pdf
any additional use limitations, installation instructions and Created by Independent Third Party: Yes
2 of 3/13/2009 11:11 AM
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Architectural Testing
AAMA 1701.2 -02 & 1704 -01 TEST REPORT
Rendered to:
SILVER LINE BUILDING PRODUCTS
SERIES: 2000/2100
MODEL: 2001/2110
PRODUCT TYPE: PVC Single Hung Window
Report No.: 73077.02- 109 -47
Test Date: 05/01/07
Report Date: 06/15/07
Expiration Date: 05/01/11
130 Derry Court
York, PA 17406 -8405
phone: 717 - 764 -7700
fax: 717 -764 -4129
www.archtest.com
L d LLbb95LZSt' "N,OL:VL'iSZOL:17 000Z ZL uHW <nHL) WOU
Architectural Testing
AAMA 1701.2 -02 & 1704 -01 TEST REPORT
Rendered to:
SILVER LINE BUILDING PRODUCTS
One Silver Line Drive
P.O. Box 6029
North Brunswick, New Jersey 08902 -6029
Report No.: 73077.02 - 109 -47
Test Date: 05/01/07
Report Date: 06/15/07
Expiration Date: 05/01/11
Project Summary: Architectural Testing, Inc. (ATI) was contracted by Silver Line Building
Products to supervise testing on two Series 2000/2100 Model 2001/2110, PVC single hung
windows at the Silver Line Building Products test facility in North Brunswick New Jersey. The
samples tested successfully met the performance requirements listed in the referenced
specifications. Test specimen description and results are reported herein. The samples were
provided by the client.
Test Specifications: The test specimens were evaluated in accordance with the following:
AAMA 1701.2 -02, Primary Windows and Sliding Glass Door Voluntary Standard for
Utilization in Manufactured Housing.
AAMA 1704 -01, Voluntary Standard for Egress Window Systems for Utilization in
Manufactured Housing.
Test Specimen Description:
Series: 2000/2100
Model: 2001/2110
Product Type: PVC Single Hung Window
Test Specimen #1:
Overall Size: 52 -1/4" wide by 63 -1/8" high
Sash Size: 50" wide by 31 -1/8" high
Fixed Daylight Opening Size: 47 -1/2" wide by 28 -1/4" high
130 Derry Court
York, PA 17406 -8405
phone: 717 - 764 -7700
fax: 717-764-4129
www.archtest.com
d LLb493LZSZ' "N /9L:bL'1S /9L:bL eOOZ ZL awHCnH1) HOUR
•
73077.02 - 109 -47
Architectural Testing Page2of7
Test Specimen Description: (Continued)
Test Specimen #1: (Continued)
Screen Size: 48 -1/2" wide by 31 -3/4" high
Overall Area: 22.9 ft
Test Specimen #2:
Overall Size: 36 -1/8" wide by 62 -1/4" high
Sash Size: 34" wide by 30 -1/2" high
Fixed Daylight Opening Size: 31 -1/2" wide by 29 -7/8" high
Screen Size: 32 -1/2" wide by 30 -1/4" high
Overall Area: 15.6 ft
The following descriptions apply to all specimens.
Finish: All vinyl was white.
Frame Construction: The frame was constructed of extruded vinyl with mitered and
welded corners. The fixed meeting rail was secured to the jambs with a PVC block secured
to the frame with two #8 x 2" flat head screws and secured to the fixed meeting rail with two
#8 x 5/8" pan head screws.
Sash Construction: The sash was constructed of extruded vinyl with mitered and welded
comers.
Glazing Details: The window was glazed with 5/8" thick insulating glass. The glass was
constructed of an exterior sheet of 1/8" thick clear annealed glass and an interior sheet of
1/8" thick clear annealed glass separated by an aluminum spacer system. The fixed lite was
glazed from the interior and the sash was glazed from the exterior. Both lites were set onto
a bed of silicone and was secured with snap -in vinyl glazing beads.
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73077.02 - 109 -47
Architectural Testing Page 3 of
Test Specimen Description: (Continued)
Weatherstripping:
Description Quantity Location
0.187" backed by 0.230" high 1 Row Interior face of sill leg. Outer
polypile with fin perimeter of stiles and exterior face
of meeting rail on active sash.
Inside of the interlock on the fixed .
meeting rail
0.187" backed by 0.270" high 1 Row Exterior face of stiles on the
polypile with fin active sash
3/8" diameter vinyl covered 1 Row Exterior face of the bottom rail on
foam with fin the active sash
Drainage:
Description Quantity Location
1/8" by 3/8" weephole 2 2 -3/4" from each end of sill
1/4" x 3/8" oval weephole 2 3" from each corner of the active
sash under the bottom rail
1 -1/8" weepslot 2 Through each end of screen track
on sill
Hardware:
Description Ouantity Location
Metal lever locks with 2 8-1/2" from each end of the lock
adjacent keepers rail
Vinyl tilt latches 2 Each end of the lock rail
Block and tackle balance 2 One in each jamb
Reinforcement: Steel reinforcement was utilized in the lock rail (see Drawing #51 -2821)
and in the fixed meeting rail (see Drawing #51- 2919).
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4TIL 73077.02-109-47
Architectural Testing Page4of7
Test Specimen Description: (Continued)
Screen Construction: The screen was constructed from extruded aluminum with plastic
comer connectors.
Installation: The flange of the window was set into a #2 Spruce- Pine -Fir wood buck onto a
bed of silicone. The window was secured with #8 x 1 -1/2" flat head screws through the
jambs, head and sill located 4" from each corner and spaced 30" on center. The exterior
perimeter was sealed with silicone.
Test Results: The results are tabulated as follows:
Paragraph Title of Test - Test Method Results Allowed
Test Specimen #1:
1.4.2.1 Structural Performance Test per ASTM E 330
(Loads were held for 10 seconds)
1.4.2.1.1 25.0 psf (positive) No damage No damage
1.4.2.1.2 12.5 psf (negative) No damage No damage
1.4.2.2 Air Infiltration Test per ASTM E 283
1.57 psf (25 mph) 0.11 cfm/ft 0.5 cfm/ft max.
1.4.2.3 Water Resistance Test per ASTM E 547
(with and without insect screen)
2.86 psf No leakage No leakage
AAMA 1704 -01:
3.1.1 Clear Opening Width 47 -3/4" 20"
3.1.2 Clear Opening Height 26 -7/8" 24"
3.1.3 Clear Opening Area 8.9 ft 5.0 ft
3.2.1 Locks and Latches 4 lbf 5 lbf
3.2.2 Operable Sash 15 lbf 20 lbf
3.2.3 Removable Screen 3 lb 20 lb
S d 4Lbb99LZi`L • N /9L :vI '.LS /BL :bL Boot ZL 2ltlH(nH.L) Wo2ld
73077.02 - 109 -47
Architectural Testing Page 5of7
Test Results: (Continued)
Paragraph Title of Test - Test Method Results Allowed
Test Specimen #1: (Continued)
Optional Performance: 24 CFR 3280.305
Uniform Load Structural per ASTM E 330
(Loads were held for 10 seconds)
48.0 psf (positive) No damage No damage
48.0 psf (negative) No damage No damage,
Test Specimen #2:
AAMA 1704 -01:
3.1.1 Clear Opening Width 31 -1/2" 20"
3.1.2 Clear Opening Height 26 -7/8" 24"
3.1.3 Clear Opening Area 5.9 ft 5.0 ft
3.2.1 Locks and Latches 3 lbf 5 lbf
3.2.2 Operable Sash 18 lbf 20 lbf
3.2.3 Removable Screen 2 lb 20 lb
Optional Performance: 24 CFR 3280,305
Uniform Load Structural per ASTM E 330
(Loads were held for 10 seconds)
58.0 psf (positive) No damage No damage
58.0 psf (negative) No damage No damage.
•
9 d 8SLZSt''NleL: L'15 /eL: i sooz NVH(flH.L) HO2ld
CITY OP / "NOTICE" / BUILDING
ZEPHYRHILLS DEPARTMENT
OF ADDITION OR CORRECTION
DO NOT REMOVE
ADDRESS Aq , DATE PERMIT #
1\ V
THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be mode before the job
will be accepted.
o
cNI5i2(& Al (Ai 'fr•
It is unlawful for any Carpenter, Contractor, Builder, or other persons, to AFTER CORRECTIONS ARE MADE CALL
cover or cause to be covered, any part of the work with flooring, lath, earth 780 -0020 R RE- INSPECTION
or other material, until the proper inspector has had ample time to approve
the installation.
OFFICE HOURS 7:30 AM 4:30 PM MON. FRI. INSPECTOR 101,4