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HomeMy WebLinkAbout09-9948 CITY OF ZEPHYRHILLS 5335 - 8TH STREET • (813)780 -0020 9948 BUILDING PERMIT 0 ' t:, ., .Y z3 „z . >... .. . ? erg.,. ; . , , .. 44 Permit Number: 9948 Address: 38336 COTTONWOOD PL 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: DRIFTWOOD Est. Value: Parcel Number: 02- 26- 21- 021B -00H00 -0040 Improv. Cost: 1,400.00 _:_. 1 z. �� �. Date Issued: 12/30/2009 Name: BLISS, GLENDA Total Fees: 60.00 Address: 38336 COTTONWOOD PLACE Amount Paid: 60.00 ZEPHYRHILLS, FL. 33542 Date Paid: 12/30/2009 Phone: (313)515 -0219 Work Desc: INSTALLATION 5 WINDOWS SIZE /SIZE H• •w -- PC BUILDING FEE 60.00 (K 61./( i 4 1 Ot Pla f s tU .. . , 1k °. E 4 r. a. 8ss" z: t3 o'3c. Fe •TER 2N• - •U H PLUMB I ULATI•N CEILIN 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" thdf CONT ;i CTOR SIGNATURE PERMIT OFFI FR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813 -780 -0020 City of Zephyrhills Permit Application Fax- 813 -780 -0021 Building Department • Date Recef 2d`' r /5 0 -- 1� Phone Contact for Permitting Own'er's Name ""/( /Uv/4 / j S.5 1 Owner Phone Number ' ' S 0; Owner's Address 3 c A kucc,.4) Owner Phone Number Fee Simple`Titleholder Name ,a Owner Phone Number Fee Simple Titleholder Ad JOB ADDRESS 3 P3 g 6 /( "to LOT # SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) c ). WORK PROPOSED IIII NEW CONSTR ADD /ALT I I SIGN 1 1 MOVE I 1 DEMOLISH �►` INSTALL REPAIR PROPOSED USE I I SFR 1 1 COMM 1 I OTHER I TYPE OF CONSTRUCTION 1 1 BLOCK I I FRAME 11 STEEL I I OTHER I I DESCRIPTION OF WORK �,�U{ S� Z e ,S/ 2 0 _ BUILDING SIZE SQ FOOTAGE HEIGHT _ BUILDING $ I - /d © . C} VALUATION OF TOTAL CONSTRUCTION I I ELECTRICAL $ 7 AMP SERVICE I 1 PROGRESS ENERGY 1 1 W,R.E.C. I I PLUMBING $ I 1 MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION I 1 GAS 1 1 ROOFING 1 1 SPECIALTY NI OTHER Lk) /N 605 FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA I IYES I 'NO r BUILDER � ` \V ( n � I COMPANY C ^�i 7tSIGNATURE 01. V( REGISTERED I Y/ N f FEE CURRENT 1 Y/ N 1 Address License # ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N 1 FEE CURRENT I Y/ N I Address License # PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address License # MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address 1 License # OTHER COMPANY SIGNATURE REGISTERED I Y/ N 1 FEE CURRENT I Y/ N I Address License # 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) complete sets of Building Plans plus a Life Safety Page; (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/C 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 complibnce 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 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. 11 ; 13) / u4 J! / C ONTRACTOR �` _L 9 OWNER OR AGENT � .. , ' . ` sc a bed e and swo ••. o r rmed) b • � e this Subscribed and swore or affirme;' before me Jt1is / S 5 1 01 c y b y � (fi � N ©� ,o 1 S S 2'�fj C7 by s�171/iV / c=, t re personally known to me or has/have produced Who is/ re personally known to me or has /have produced Who is/ L I L €rson as identification. G C 'tie— as identification. .�1 n � " t 6 (� Notary Public + l.ffC � Notary Public �i JACQU - • i Commissjn Noa Y ` CommissIon 0D 621833 —_— Co issio ■ o. �' ,;: , Expires December 12, 2010 n ^ UELINE BOGES ' ' , , << . ,.. 1n mn, 7rw Fran �nuur P WTe i DU 6 1163 Name of Notary t�pe PI HitR g �i2, 2010 Name of Notary typed, printed or stamped S 0,, truu nayFe mounlop** M °Hilo City of Zephyrliills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 6Q %G(�Q iigksS Date Received: / 2 ' / 69 Site: 314(936 65 Gil! wd,"'` Permit Type: 67.74s / ii 6`'‘,04-164)(41 Approved w /no comments FP Approved w /the below comments: ❑ Denied w /the below comments: ❑ This comment sheet shall be ept with the permit and/or plans. Kaivi Switzer — s Examiner Date Contractor and/or Homeowner (Required when comments are present) Pasco County Parcel: 02-26-21-021B-00H00-0040 001 Page 1 of 2 Search Again Map Generalized Building Schematic Frequently Asked Questions Estimate Taxes Other Agency Data: Tax Collector School Board Supervisor of Elections Data Current as Of: Weekly Archive - Saturday, December 26, 2009 Parcel ID I •2- 26- 21- 0218 -00H00 -0040 (Card: 001 of 001) CI -, atio ( . 04 - Condominium I Mai 'ng A . dress Property Value ADAMUS G ENDA 3 \ Ag Land $0 3390 M • N ST Land • KRON, MI •87019501 $6,351 Building $59,370 ' - - - - I Address Extra Features $0 38336 COTTONWOOD PL ZEPHYRHILLS, FL 33542-6600 Market Value $65,721 Legal Description (First 4 Lines) Assessed (Save Our Homes) $0 DRIFTWOOD OF ZEPHYRHILLS A Taxable Value $65,721 CONDOMINIUM PHASE II CB 3 PGS 44 -46 BLDG H UNIT 4 AND COMMON Land Detail (Card: 001 of 001) Line II Use I°Descriptionll Zoning II Units II Type II Price II Condition II Value 1 II 0400 II CONDO II 00R4 II 1.00 II UT 11 $6,351.00 II 1.00 II $6,351 I ( Additional Land Information Acres II 0.00 0 Tax Area II 30ZH II FEMA Code U X °Residential Codell 4DWZ I Building Information - Use 04 - Condominium (Card: 001 of 001) I Year Built 1987 Stories 1.0 Exterior Wall 1 Concrete Block Stucco Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Wall 2 Plastered Flooring 1 Cork or Vinyl Tile Flooring 2 Carpet Fuel Electric Heat Forced Air - Ducted A/C Central Baths 2.0 Line II Description II Sq. Feet I Repl. Cost New 1 2 II FEP I I 801 II $0 $0 3 FST 4 II FOP I 30 Il II $0 Extra Features (Card: 001 of 001) Line I Description Year I Units I Value 1 I FOP 1987 I 33 1 $188 2 I FEP 1987 I 96 I $1,921 3 1 FST 1987 l 9 ( $129 4 CONDO 1987 I 1 1 $56,757 5 1 CARPORT 1987 I 320 I $375 Sales History Previous Owner ISON DOROTHY S Year II Month Book /Page II Type I Amount 2003 II 04 5346 / 0401 11 WD I $59,500 1999 I l 06 4181 / 0846 0 WD II 555,000 I II II I I I http: // appraiser. pascogov.com / search /parcel.aspx ?sec= 02 &twn= 26 &rng =21 &sbb =021 B... 12/30/2009 DISCLOSURE STATEMENT FOR OWNER CITY OF ZEPHYRIIILLS BUILDING DEPARTMENT I 61/634/A04( 6 have read and fully understand and agree to the provisions of this instrument. .The undersigned. states and affirms that he or she is desirous of constructing, renovating, adding to or reroofing his or her own domicile, that he or she actually occupies, or will occupy by said domicile,'and same is not for rent, lease or sale. That he or she shall comply with the following conditions: 1. That the owner and he or she alone shall act as the builder for all phases of construction. 2. That the owner will comply with all provisions of the City of Zephyrhills ordinances and Codes pertinent to the building. 3. That in the event various phases of construction are subcontracted, he will engage only properly licensed subcontractors and will personally supervise such work. 4. That in the event the Building Inspector shall require corrections to be made, the owner will assume full responsibility to insure they are made, and upon completion will call for a reinspection before proceeding with the building. 5. That the owner shall assume full responsibility for the construction and will not expect supervision of his work from the City of Zephyrhills Building Department. 6. That prior to final inspection any additional fees, including reinspection fees, must be paid in full. A written request from this office shall constitute an official notice - to pay additional fees. 7. That the owner shall comply with all City, State and Federal laws in regard to social security, workman's compensation, lien laws, etc., where applicable. B. That the owner shall comply with all the safety codes issued by the Florida Industrial Commission. 9. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct onsite supervision of the construction yourself. You may build or improve a one - family or two - family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you .built or substantially improved if for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. OWNER'S SIGNATURE DATE y ADDRESS gio �/ fy ..:�. PHONE WITNESS PERMIT # REVIEW DATE J 2- d-cf—Oci ALL WORK SHALL COMPLY WITH ALL CITY OF ZEPHYRHILLS PREVAILING CODES, FLORIDA BUILDING PLANS EXAMINER____ COIN, NATMNAT.FT FCTRIf COT)F. 41‘1 CITY OF ZEPHYRHILLS ORDINANCES 0 0 o trl 0 1 0 O x O v t6 • 1 1p M _ O N O1 DEC -16 - 2009 16: 16 r'nl VERSION-2007 2Q07 BETTER :8*T WINDOWS DOWS AND DOORS • ° ; ' FLORIDA .1 a t"' , APPROVAL NUMBERS ; u +} : ;S " w i.II "A0 , .1 t , 1 3740 ALUM SINGLE HUNG , , Appi$eg0 ProductModel #1 or Name ' Model DeaCri • • n 740 Flange Frame 52t71 Single Glaze 7590.16 +401.472 740/3740 Flnlese Frame 38x62 Insulated 8465.1 • • ,;, +45/-50 740/3740 Oriel Fin Frame ' 48x00 Single Glazed 3/16" Annealed +401.40 , 740/3740 Oriel Fin Frame 4800 Insulated 8455A +351.40 48 740/3740 Oriel Flange x90 Insulated ` ?' 8455.5 +30140 11$27.9 74013740 Fin "Frt1e Oriel 48x90 Insulated 118" Tempered axed t35145 Annealed sash 11 827.20 740/3740 Fin Frame Oriel , 40x30 Single Glazed 3116" Annealed +401=40 ' Annealed Sash 740/3740 less Frame 16x62 Insulated 1/8" Annealed - 11$27.3 +451 -45 ''' 11827.4 74013740 Flnlese Frame Odes , Mai insulated 1/8" Annealed +401,40 11827.5 740/37014a • e Frame Oriel ' 454d40 Insulated 118" Annealed +30140 19$27.6 740/3740 FIniess/FIange 5 52x71 Insulated 118" Annealed +401-40 see attachment AAMA Certification 4401 -47.2 3740 Picture Window App/Seq*. Product' Model # or Name ' el Description 740 in.Frame mai single Glared 3118" Tampered i Flange Frame 73x71 Single Glazed 3118" Tempered ' ' mi }, i 11825.2 +50$-50 7092.1 740 Aluminum Window 73x71 Single Glazed 3/16" Tempered Fin Frame 7092.2 740 Aluminum Window 73x71 Single Glared 3116" Tem"par i I Flange Frame l Technical Documents Rd by the Florida Building Code j • '1 „ 1)Btructural- The strength of'the product. Series,type,size, and application of window will effect Florida Approval Number. Refer to Model # and Des 2) Installation catl -Installation Requirements to pass inspection. Additional Information may be.faund at MIWD.com or fioridabuilding.org ' ,t Page 1 of 4 , :, 2009 -12 -14 19:35 1003 - MILLWORK P 1/3 : I C ipEc 6 4Z Bac to Quote ' LOWE'S HOME CENTERS, INC #1003 S_ * . .., 6201 COMMERCE PALMS DRIVE �r `TAMPA, FL 33647 L o WS USA .. , .. . Date: 12/14/2009 (813) 558 -6760 Project #: 277318511 Description: SOS BETTER - BILT /LARSON Customer Name: C.J. HODA Customer Phone: (813) 356 -9868 Customer Address: 4546 BIRDSONG BLVD LUTZ, FL 33559 USA Line Item Product Code Unit Price Quantity Total Price Frame Size De.saiption 10001 Manufacturer: BetterBilt South S Size - 53" W X 50 1/2" , . ' 'sion: Millwork v. 1 uct: Windows ype: Single bungs anufactu B etierE ilt South ii aterial: Aluminum Fi roduct Line: 3740 C i roduct Configuration: Single .. c ` pplication: Flange for Block Construction 3 lazing Type' , 1/2" Insulated Glass a c rame Size Width: 53" one 1 I me Size Height 50 E uck Width; 52" uck Height: 491/2" lass Width: 50 5/8" a - or Color: Bronze . + ardware Color: Bronze ash Style: Equal .1 •w E Option: Low E with Argon Gas 1 ;; i obscure Glass: No l i empered Glass: No l 1 , ids: No creen: Included creen Color: Bronze 1 all Depth: 2" i 1 t 74053"x50 1/2"FLG i earl time is 14 Days. i 1 i 1 ,„_,, $205.33 2 $410. r oo2 • Mundacwre : BetterBilt S outh _________ j ivision: Nrllwork $178.36 1 $178. € - 4 2009 - - 19:35 1003 -M1 LURK N cis S Size = 36 3/4" W x 50 r 1.1 ct: Windows i 11/2" 11 . ype: Single Hungs 1 1: t facturer BetterBilt South a i 1 ! . erisl: Aluminum i • • duct .Line: 3740 i !' 'duct Configuration: Single • 1 1 nation: flange for Block Construction t i . A ■ _ Type: 1/22" Insulated Glass 1 rame Sice Width: 36 3/4" k i rame Size Height; 50 1/2" 1 1 , i uck Width: 35 3/4" t uck Height: 49 1/2" 3 lass Width: 343/8" I I rior Color: Bronze I ardware Color: Bronze f ash Style: Equal i w E Option; Low E with Argon Gas i obscure Glass: No i i enipered Glass: No Grids: No $ 0. creen: Included 1 i creep Color: Bronze i I all Depth: 2" i c 74036 3/4"x50 1/2"FLG i i 1 • . time is 14 Days. i i 1 4 i F 003 Mastfacturer: BetterBilt South 1 IFS Size = 37" W x 75" H I f irvlsion: Millwork I • /duct: Windows i ype: Single Hungs a I 1 . t u BetterBilt South l k i 1 , terial: Aluminum 8 r • 0 ct Line: 3740 ►' oduct Configuration: Single I 1 I Iication: Flange for Block C onstruction f b ing Type :1 /2" Insulated Glass 1 f r rame Size Width: 37" 1 ame Size Height: 75" i i I 1: uck Width: 36" muck Height: 74" lass Width: 34 5/8" I 1 terior Color: Bronze ardware Color: Bronze ash Style: Oriel 4 .ow E Option: Low E with Argon Gas i bscure Glass: No empered Glass: No rids: No # I creen: Included Color: Bronze _ all Depth: 2" $218.81 2 *437.64 2009- 12 14 1936 1UU3 r ..,i., 1 . 1,37403Tx7511GOF1EL, i 1 1 , s i ead time is 14 Days. i I 1 • i III' Manufactortz: Larson 0 Size = 36" W x 81" H . radcwbids Full-View i 1 i 1 ,--- tt ;on: Ivrillwork < [1" *duct: Doors < . A ype: Storni I I . i . , er: Larson I Ct Category: Full View `•,6ty1e: Screen Away turned Customer Door OpAlifies for Tax Credit: Yes 1 terial: Alum 1 ilmm i , ... -'-.• ,,, ustom or Standard Size: Standard „ , ..... f. — — -- olor: Earth-tone Brown I • ardware: BUILT-IN with Deadbolt Exte rior/interiOT Hardware Finish: Solid Brass / Solid 1 1 MSS - I I pedal Feature: Overlapping Frame odel Number: Tradewinds Full-View ( 1)French Door Kit(s): No i .1 frendt Door Kit: 346 !Lead Time: 14 Days i , t I *3 . 1.1 You for Ord ' Larson Products . , - ..........m. .......---- • .._ $343.00 1 $343.1 t Project Total: $1,369.64 Salesperson: ANTHONY JACKSON (S1003AJ2) Accepted by: ________ Date: 12/14/2009 – - This Millwork Quote is valid tuiti112/20/2009 on all regularly priced items. For promotional pricing please see the disclaimer noted with each item above. This is an estimate only,This estimate does not indude tax or delivery charges. Delivery of all materials contained in this estimate are subject to availability from the manufacturer or supplier. All the above quantities, dimensions, specifications aild accessories have been verified and accepted. • DEC -16 -2009 16 16 P. 02 • Architectural Testing • 1 AAMA/W#MA/CSA 101/I.S.2/A440.05 ' TEST REPORT Rendered to: MI WINDOWS AND DOORS, INC. SEAS /MODEL: 740/3740 PRODUCT T'Y'PE: Aluminum Single Hung (Oriel) , Summary Of moults ■ Title Tel Specimen #1 Test S ern #2' Test Specimen #3',.''; H - 830 1219 x 2286 14-1135 1219 x 2286 H -R40 1219 x 22 Prima 86 F: �' Product Designator , (48 x 90) (48 x 90) (48 x 90) Design Pressure ±1440 Pa ( * 30.09 psf) +1680 Pa ( +35.11 psf) ±1920 Pa ( ±40.13 psi); Ne _ative Desi _ • Pressure N/A -1920 Pa - 40.13 .s N/A g, Operating Force (in motion) 89 N 2q lb N/A N/A ,{ '0486 L /s/m N/A N/A Air Infiltration ( .17'cfm/ fie) Water Penetration Resistance Test 330 Pa (6.90 psf) N/A 330 Pa (6.90 psf) Pressure +2520 Pa ( +52.66 psf) 28$q Pa (f60.19 P Uniform Load Structural Test Pressure +2160 Pa ( *45.14 psf) _ 2880 Pay ( -60:19 psf� Forced Entry Resistance Grade 10 N/A ]'QUA Test Compiedon,Date: 02/02/07 Reference must be made to Report No, 70948.01- 109 -47, dated 02/28/07 for complete test specimen description and data. 130 Derry purl. York, PA 17406.5495 phone: 717 - 7644700 fax: 717 -7 79, wwv,farchieitt :!, {' DEC -16 - 2009 16 17 P.03 Architectural Testing • 1/LS.2 /A44045 1 ST REPORT Rendered to: MI WINDOWS AND DOORS, INC. ' P.O. Box 370 ; b50 West Market Street , Gratz, Pennsylvania 17030 -0370 Report '70948.01- 109-47 ; s Test Dates: 01/30/07 ' cgh: , 02/02/07 .,', Report Date: 02/28/07 Expiration Date: 02/02/11 ,, Project Summary: Architectural ,Tdsting, Inc. (ATI) was contracted: by MI Windows and , Doors, Inc. to witness testing on three Series/Model 740 /3740, aluminum single hung windows (oriel) at the MI Windows and Doors, Inc. test facility in Elizabethville, Pennsylvania. The samples tested successfully met the performance requirements for the following ratings: Test , Specimen #1: H -R.30 1219 x 2286 (48 x 90); Test Specimen #2: H -R35 1219 x 2286 (48 x 90); Test Specimen #3: H -R40 1219 x 2286 (48 x 90). Test specimen descriptions and results are reported herein. The samples were provided by the client, , Test Specification: The test specimens were evaluated in accordance with AAMA/WDMA./CSA 101 /I.S.2/A440.05, Standard/Specification for Windows. Doors, and Unit Skylights. , Test Specimen Deseriptions: . , Series/Model: 740/3740 Product Type: Aluminum Single Rung Window (Oriel) Test Specimen1: H -R30 1219 x 2286 (48 x 90) (Flange) ' Overall Site: 1219 mm (48 "),vide by 2286 nun (90 ") high Sash Size: 1186 mm (46- 11/14") wide by 906 mm (35- 11/16 ") high Fixed Daylight Opening Size; 1137 mm (44 -3/4 ") wide by 1308 min (51 -1/2 ") high. 130 Derry, Court Yark, PA 17406; 105 phone: 717464-V00 . feu 7174644129' www.archW$L.com ' " DEC -16 -2009 16 =17 P. 04 70948.01 - 109 -47 Architectural Testing Page 2 of 9 Test Specimen Descriptions: (Continued) e Test Specimen #1: H -R30 1219 x'2286 (48 x 90) (Flange) (Continued) Screen Size: 1156 mm (45 -1/2 ") wide by 900 mm (35- 7/16 ') high Overall Area: 2.79 m (30 ft Glazing Type: The unit was , ; glazed with 1/2" thick sealed insulating glass fabricated from two sheets of 1/8" thick clear annealed glass and an aim/limn -reinforced butyl spacer system. The sash and fisted lite were channel glazed witli.a wrap around rubber gasket. • Reinforcement: No reinforcement was utilized. Installation: The window wits installed into a #2 Spruce -- Paine -Fir wood buck. The window was secured with #8 x 1 -1/4" pan head screws located 5-1/2" from the head and sill and at the midspan on jambs. The head utilized screws located 3 -1/2" from jambs and one midspan. The exterior perimeter was sealed with silicone. Test Specimen #2: H-R.35 1219 x 2286 (48 x 90) (Fin) Overall Size; 1219 anm (48 ") wide by 2286 mm (90 ") high Sash Size: 1186 min (46- 11116 ") wide by 906 mm (35- 11/16 ") high Fixed Daylight Opening Size :, 1137 mm (44 -3/4 ") wide by 130Ii,mm (51 -1 /2 ") high Screen Size: 1156 min (45 -1/2 ") wide by 900 mm (357 /16 ").hi0 Overall Area: 2.79 m (30 ft Glazing Type: The top fixed lite was glazed with 1/2" thick sealed insulating glass fabricated from two sheets of 1/8" tempered glass and an aluminum reinforced butyl spacer system. The sash was glazed with 1/2" thick insulating glass fabricated from two sheets of 1/8" thick clear atmealed glass and an aluminum reinforced butyl spacer system. The sash and fixed lite were channel glazed with a wrap around rubber gasket. Reinforcement: No reinforcement was utilized. Installation: The window -was installed into a #2 Spruce- Pine -Fir wood test buck. The nail fin was set onto a bead of silicone and secured with #6 x 1 -5 /8" drywall screws, located 3" from each corner and 12" on center through the nail fiid into the wood buck. s. DEC -16 - 2009 16:17 N 70948.01- 109-47 ,Architectural Testing Pagc 3 of , ", • 4i • Test Specimen Descriptions: (Continued) Test Steelman #3: 11-R40 1219 x,+2286 (48 x 90) (Fin) Overall Size: 1219 nun (48 ") wide by 2286 mm (90 ") high Sash Size: 1186 m (46- 11/16 ") wide by 906 mm (35- 11/16 ") high Fixed Daylight Opening Size: 1137 mm (44- 314 ") wide by 1308°mm (51 -1/2") high Screen Size: 1156 mm (45 -1 /2") wide by 900 mrn (35 -7/16 ")thigh Overall Area: 2.79 m (30 ft Glazing Type: The unit was glazed with a single sheet of 3J16'' elver annealed glass. • The sash and the fixed lite were ciarmel glazed with a wrap around" rubber gasket. Reinforcement: No reinforcement was utilized. Installation; The window was" installed into a #2 Spruce - Pine -Fir wood test buck. The nail fin was sets one) a bead of silicone and secured with #6 x • 1 -5/8" drywall screws . located 3" from each corner and 12" on center through the nail fin into the wood buck. The following d cripuons apply to all specimens. Finish: All aluminum was white. , Frame Construction: The frame was constructed from extruded elummum with coped, butted, and sealed comers. The corners were secured with two #6 x 3/81 ,pan head screws located through the jambs into the .sill and head screw boss. The" axed sash was secured to the frame with one #8 x 1/2" long square drive pan head screw at each corner, through the frame into the sash. Sash Construction: The sash were constructed of extruded alurfinum with coped, butted, and sealed corners. The corners were secured with one #6 x 5 /8" pan head screw through the stiles into the rails screw boss, DEC -16 -2009 16 17 P.06 70948.01 - 10947 „ H, Architectural Testing Page 4of9 • • Test Specimen DescOptians: (Continued) Weatherstripping: ; . Descrwtion Ouantsty Lacatign 0.270" high by 0.187" backed 1 Row Fixed and operable sash stiles polypile with center fin 0.150" high by 0.187" backed 1 Row Operable sasb'stiles,and fixed sash Polypile top tail 3/8" round hallow vinyl bulb 1 Row Bottom rail seal 0.310" high by 0.187" backed ', 1 Row Fixed meetingOil polypile with 'center fin Drainage: A slaped'sil was utilized. Hardware: Description ' Ouantity Location ^ ` Metal cam lock 2 6" from interim meeting rail ends Spiral balance assembly 2 One per jamb PVC tilt latch 2 Interior meeting rail. ends Tilt pins 2 Bottom rail ends ' Screen Construction: The screen was constructed of roll - formed aluminum with plastic „ , keyed corners, The fiberglass mesh was secured with flexible vinyl spline. ' : y • I ' II DEC -16 -2009 16:19 P.07 4 70448.01- 1o9 -a7 • Architectural Testing Page 5 of9 • ` S Test Results: The results are tabulatedas follows: Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: H -R30 1219 x 2286 (48 x 90) (Flange) 5.3.1 OperatingForoe per ASTM E 2068 Initiate motion 76 N (17 lbf) report Only , • Maintain motion 89 N (20 lbf) 133 N (30 lbf) 5.3.2.1 Air Leakage Resistance per ASTM E 283 75, Pa (1.6 psf) 0.86 L/s /m '1.5 L /s/m (0,17 cfm/ft (0.3'afrra/ft max.) Note #x: The tested specimen meets (or exceeds) the performance levels specified in AAMA/✓< DMA /OSA 101a 5.2/4440 -05 for air leakage resistance. , 5.3.3 Water Penetration Resistance per ASTM E 547 See Note #2 5.3.4.2 Uniform Load Deflection per ASTM E 330 See Note #2 5.3.4.3 Uniform Load Stractiaral per ASTM E 330 See Note #2 Note #2: The client opted to start at a pressure higher than the minimum' required. Those results are listed under "Optional' Performance". 5.3.5 Forced Entry E esistazwe per ASTIvl F 588 • Type: A Grade: 10 Disassembly Test No entry No entry , Test Al through A7' No entry s No entry Lock Hardware Manipulation Test No entry No entry Sash Manipulation Test No entry No entry 5.3.6.3 Daglazing Test 1n,operating direction - 320 N (70 lbs) Interior meeting rail 3.8 mm (0.15 ") 11.4 RIM (0.45") Bottom rail 3.6 mm (0.14 ") 114 mm (0.45 ") • • DEC -16 -2009 16:18 • 70948.01- 109-47 Architectural Testing Page6of9 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Specimen #'x: H -R30 1219 x x,256 (48 x 90) (Flange) (Continued) • 5.3.6.3 Deglazing Test In remaining direction - 230 N (50 lbs) Right stile 2.3 mm (0.09 ") 11.4 nun (0.45 ") , Left stile 2.0 mm (0.08 ") 11.4 min (0.45 ") Optional Performance 4.4.2.6 Water Penetration Resistance per ASTM E 547 (with and without insect screen) 330 Pa (6.90 psf) No leakage No leakage 4,4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were talon, on the meeting rail) (Loads were held for 52 seconds) 1440 Pa (30.09 psf) ,( itive) 18.0 mm (0.71") See Note #3 • 1440 Pa (30.09 psf) (negative) 16.3 nun (0.64 ") See Note #3 Note #3: The defections reported are not limited by AAMA/WDMA/CSA 101/X.S.2/A440 -05 for this product designation. The deft ection data is recorded in this report for special code compliance and information only. ' 4.4.2.6 Uniform Load Structu*al,per ASTM E 330 (Permanent sets were;'talcen on the meeting rail) (Loads were held for 40 seconds) 2160 Pa (45.14 psf) (positive) 3.6 nnn (0.14 ") 4.6 min (0.18 ") max. 2160 Pa (45.14 psf) (negative) 0.76 mm (0.03 ") 4.6 min (0.18 ") max. Test Specimen #2: H -R35 1219x, 2286 (48 x 90) (Fin) Optional Performance 4.4.2.6 Water Penetration,Reaistaice per ASTM E 547 (with and without insect screen) 330 Pa (6.90 psf) No leakage No leakage DEC -16 -2009 16 18 P.09 AIL • 70948.01- 10947 'Architectural Testing Page 7 of 9 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed • ' Test Specimen #2: H -R35 1219x 2286 (48 x 90) (Fin) Optional Pie 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken•on the meeting rail) (Loads were held for 52 seconds) 1680 Pa (35.11 psf) (Positive) 21.3 mm (0.84 ") See Note #3 1920 Pa (40.13 psf)•(negative) 20.6 mm (0.86 ") See Note #3 44.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the meeting rail) (Loads were held for 10 seconds) , 2520 Pi (52.66 psf) (positive) 3.3 mm (0.13 ") 4,6 mm (0.18 ") max. 2880 Pa (60.19 psf) 1.4 mm (0.05 ") 4.6 man (0.18 ") max. Test Specimen #3: H -R40 1219 x 2286 (48 x 90) (Fin) Optional Perfornuce 4.4.2.6 Water Penetration, ReiOtance per ASTM E 547 ' (with and without inset screen) 330 Pa (6.90 psf) No leakage No leakage 4.4.2.6 Uniform Load Deflecting per ASTM E 330 (Deflections were taken on the meeting rail) (Loads were held for , 52 seconds) . 1920 Pa (40.13 psf) (po#itive) 21.6 mm (0.85 ") See Note #3 1920 Pa (40.13 psf) (negative) 10.9 mm (0.43 ") See Note #3 4.4.2.6 Uniform Load Struetuxal per ASTM E 330 (Permanent sets were Oaken on the meeting rail) (Loads were held for TO seconds) 2880 Pa (60.19 psfy(positive) 2.8 mm (0.11") 4.6 nun (0.18 ") max. 2880 Pa (60.19 pef) (negative) 1.0 mm (0.04 ") 4.6 mm (0.18 ") max. Drawing Reference: ' The test specimen have been reviewed by Architectural Testing, Inc. and are representative of the test specimens reported herein. • DEC -16 -2009 16 18 P.10 'llk— 70948.01- 109-47 , Architectural Testing Page8of9 Detailed drawings, data sheets, representative samples of test specimens, $,copy•of this report, or other pertinent project documentation will be retained by Architectural TcSting, Inc. for a period of four years from the original test date. At the end of this retention period, such materials shall be discarded without notice and the service life of this report will expire. Results obtained are tested values and were secured by using the designated test methods. This report does not , constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimens tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc, A For ARCHITECTURAL TESTING, INC. L fli ' %AIL . I e ee erstowk :4mmn. bindle Wu* Signal by: NNW aeionme+ ' Jeremy R. Bender Michael D. Stremmel, P.E Technician Senior Project Engineer ' JRD:v1m Attachments (pages): This report is complete only when all attachments listed are included. Appendix -A: Alteration Addendum (1) 'r DEC -16 -2009 16:19 P.13 4 � a\ r s IP ,r MIN. 2 PI to g ` a • • a c PEHE1RAAON z iz • 4 d- i • . ` a 3 • y P 1 rrr��y �ti ))) a , / . . .. ......._ o r_ et,, . .... C ,, i, .4, , i° d' $ n �} "* SHIM BU CK , ' ° • t 73 fF N R ,� Y q7 . F C . • $ s q0 D t m 1 .. .�'' 3 .I e, cn�u rum ' � h 1/ er I m o ,. I c ° { r ' � + m � �i r� � > y ',',%',,, ' � � F 1 I � � a 9 b y X n il O z . aii, m �t 1 1 - i mm 1 R e,o O f *t --5-0 C3 C a � N q 6 N , m > x� -_ s # a c o • , ' Y " _. 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C 5 - 0 V EKIE hg " 1 : ):- -13 'M rd4 rr: Trl , in+ . cj *42 ,' i E . - ,;,' > cn RAgem g lh [ID 1 1 ) , ,, .:.,„,,, c , 0 V) 0 , ! ki 1 , 4 g 2 m , fi .+ s \ F-T-5 . 0 ',o.8 g P ad O '. te a' r O D, � , � X - 4 E a .0 pig to cn TOTAL P.14