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HomeMy WebLinkAbout08-8368 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 8368 BUILDING PERMIT Permit Number: 8368 Address: 5525 17TH ST Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-14000-0030 Improv. Cost: 1,426.00 Date Issued: Name: BECKMAN, BRIAN & PAMELA Total Fees: 60.00 Address: 5525 17TH ST Amount Paid: 60.00 ZEPHYRHILLS, FL. 33542 Date Paid: 9/30/2008 Phone: (813)363-6847 Work Desc: REPLACEMENT OF 4 WINDOWS SIZE/SIZE ACKERMAN CONSTRUCTION INC BUILDING FEE 60.00 FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING 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." V CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 8368 BUILDING PERMIT Permit Number: 8368 Address: 5525 17TH ST Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-14000-0030 Improv. Cost: 1,426.00 y �x�r. Date Issued: Name: BECKMAN, BRIAN & PAMELA Total Fees: 60.00 Address: 5525 17TH ST Amount Paid: ZEPHYRHILLS, FL. 33542 Date Paid: Phone: (813)363-6847 Work Desc: REPLACEMENT OF 4 WINDOWS SIZE/SIZE v ACKERMAN CONSTRUCTION INC BUILDING FEE 60.00 1UIIIPIM • iIi ...... .. UUP1II FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING 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." CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: kei' i 'i S'14CC 1L' , Date Received: Site: 9 z(/-6)E Permit Type: Jep /ace Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This c ent sheet shall be kept with the permit and/or plans. Kal er lans Examiner Date Contractor and/or Homeowner (Required when comments are present) vIncn SIGNATURE I REGISTERED YI / N I FEE CURRENT I r r ri Address I License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Sanitary Facilities&1 dumpster COMMERCIAL Attach(3)sets of Building Plans;(1)set of Energy Forms. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Sanitary Facilities&1 dumpster 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 Driveways Fences(Plot/Survey/Footage) • 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 tesponsibillty for'compiiahce 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 tie'licensed i'naccordance with state andcal,regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanot 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 721-847- • 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 oWnet 'sign as the. . contractor, that may be an indication that he Is not properly_licsraseed antj Is hot entitled to permitting privileges in Pasco County. TRANSPORTATION IMPA6T/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation impact Fees and Recourse Recovery Fees may apply to the construction of hew buildings, change of•use in.existing buildings; or expansion of existing buildings, as specified in Pasco County Ordinance humber 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 hot Involve a ce�tfficate of occUpahcy or • final power.release, the fees must be paid prior to permit issuance. Furthermore; If Pasco Cal lnty, Water/Sealer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter.713, FlorldeStatutes,as amerided):`'If valuation of*6rk.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 hot 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, Vlletland 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°, ills 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 permit f the maypermitting conditions for i ions setelectric forth work, this affidavit prior to commencing•construction. ad,-or other Installationsd that a ate'not not pecifically Included in the application. A plumbing, signs, wells, pools, air conditioning, g 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 within sixany codes.months of permit permit issuance,iuord shall become invalid if Work authorized by unless the work authorized by such permit is commenced the permit Is suspended or abandoned for a period Official six(6)a period not s after the toexceed mayninety (90) days.and Will demonstrate ime the Wprk Is commenced. An extension may be requested, In writing, from the Building f 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 ROPERTY.NOTICE IF YOU INTMMENCEMENT END TO O TAll�l MAY N CONSULT PAYING TWICE FOR IMPROVEMENTS TO YOUR p fR NOTICE OF COMMENCEMENT W ^� AN ATTORNEY EEFORE RECORDING YOU FLORIDA OR • CONTRACTOR. OWNER OR AGENT subs�bed and sworn to(or affirmed)before me this Subscribed and sworn to(or affirmed)before me this• • by by Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced as identification. • as identification. • otary Public IJnrary Public 11539 Pyramid Drive W State Certified Building Contractor Odessa,FL 33556-3457Licensed-Bonded-Insured (727)375-5200 / wC13C 058067 727)375-7332 Faxrs(•�(/�(/i/ "Simply the Best for Less" Window World of West Florida,Inc. _ INSTALLED SALES CONTRACT Customer: �l IGtr\ �,C, + lC�`�"� Phone (h)l` , ' 3"6-341 Install Address: 5 L , 's Zip: Phone (w) City: `r t h S CountyT b �Co Sub-Div.: Phone (c) COMFORTWORLD COMFORTWORLD VALUE PLUS Series 7000 SH $169 Series 4000 DH All-Welded $264 Series 4000 DH All-Welded $189 1b Series 6000 DH All-Welded $300 Series 6000 DH All-Welded $225 Full Screens $37 INCLUDED IN VALUE PLUS Colonial Grids/Flat Grids $39 Half Screens $20 Contoured Grids/Prairie Grids $42________ Double Locks(on windows>30") $10 Diamond Grids. $69 PPG Solarban 60 Low-E Glass $42 Oriel/Cottage Style(40/60 or 60/40) $45 Argon Gas $20 Picture Window $329 Foam Insulation on Jambs $25 Door/Window Hardware $____________ Remove Awning/Deco Shutters $15 2 Lite Slider $329 Lifetime Glass Breakage Warranty $18 3 Lite Slider $520 Double Lifetime Warranty Casement $250 Total Options(Regular Price) $150 Twin Casement $500 Sale Price $75 3 Lite Casement $750 YOU SAVE PER WINDOW $75 Impact Picture Window $ Impact Window(SH) $ Impact Window(DH) $ , MISCELLANEOUS L Impact Slider(Alum) $ `i Custom Exterior Trim/Capping $7$ _ Brown Exterior(6000 only) $90 PPG Solarban 70 Low-E Glass $65 Almond/Beige $45 Metal Window Extra Labor $95� Woodgrain Interior Color $90 Mull To Form Multi-unit Yda--f'o t'�i-i -1 $5 Specialty Window $ Tempered DH Sash(BSO)(TSO) $80 White Int./Beige Ext. $90 Tempered Other $9/Sq.ft. Tinted Glass $30 DOORS Obscure Glass(BSO)(TSO) $38 VSP Vinyl Rolling Patio Door Eft. $850 Custom Interior Trim $ VSP Vinyl Rolling Patio Door 8ft. $950 Install Interior Casing $70 VSP Vinyl Rolling Patio Door 9ft. $1050 Patio Door Screen $48 Impact Rolling Patio Door/Pocket $ Repair,Sill or Jamb $65 Specialty Door $ Grids Patio Door $100 $ Low-E Patio Door $125 I Permit Fees $ t Storm Door $ TOTAL LIST PRICE $_I You the buyer are responsible for the removal and installation of any existing security system and window treatments. Initial NO EXTRA WORK IF NOT IN WRITING! Customer agrees to the terms of payment as follows: See Contract Addendum❑Yes No i 23 -'t E a Labor$ rite Set up&Ladfill Disposal Fee$ �r © new Total Amount$ t L( Custom Order Deposit 50% $_1! Credit Card Exp.Date LOAN Balance Paid to Installer upon Completion$ 1 � APPROVAL# Amount Financed$ You the buyer may cancel this transaction at any time prior to midnight an the third business day after the date of this transaction. Notice of cancellation must be in writing postmarked no later than midnight of the following third business day. THIS IS A CUSTOM ORDER NOT FOR RESALE! EACH WINDOW WORLD IS INDEPENDENTLY ED PERATED (1 Owner Date V \ S esrn l• to J Owner Date White Copy-Original Yellow Copy -File Pink Copy-Customer See Terms and Conditions on Reverse Side of this Contract Florida Building Code Online Page 1 of 1 BCIS Home I Log In I Hot Topics I Submit Surcharge I Stats&Fads I Publications FBC Staff I BCIS Site Map I Links I Search Approval USER:Public User Ii Product ADoroval Product Menu>Product or Application Search>Application List Search Criteria, Refine Searct Code Version 2004 FL# 1089.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL • Search Results-Applications EL# Type Validated 5tatui - Revision iJside Window Company Approved gL FL#: FL1089.1 • History Model:0201 Description: Replacement:48x78 DP30,44x77 DP35, 44x60 DP45, 36x72 DP55; 1/8"glass Category:Windows Subcategory: Double Hung DCA Administration Department of.CommunhyAffairs Florida Building Code Online Codes and Standards 2555 Shuman!Oak Boulevard Tallahassee,feuds 32399-2100 (850)487-1824,Fax(850)414-8436 O 2000-2005 The State of Florida.All rights reserved.Copydaht and Disdalmer Product Approval Accepts: httD://floridabuilding.org/pr/pr app_lSt.aSpx 4/14/2008 a , NW a�a I NSW fw< W A z �r1 cy m rn " t 03 i z d , ro W z I o H W N — C ii U ' • : ___ ii - __ Iiitift rn p� �' ,';fir ..,rl.:•� •��..:j ►' per.+ I '1 I N ..y W p pp1 O �• m OO 11!] I' Jf[JJ]\t'- � w �o O p g a -1 -J V T a' p -I L3 'I a dI 111111 gat $a rn S/1 Z n - - - - I I SRI ,'i a tea` _ J,. '..! 3 r y9 'i+!•.':•, -1-1 t- Architectural Testing AAMA/WDMA/CSA TEST REPORT Rendered to: ASSOCIATED MATERIALS,INC. SERIES/MODEL: 0201 PRODUCT TYPE: PVC Double Hung Window Summary of Results Title Test Specimen#1 Test Specimen#2 Test Specimen#3 Primary Product Designator H-LC25 1118x 1956 H-LC45 1118 x 1524* H-LC55 914 x 1524* 44 77 44 x 60* 36 x 60* Design Pressure* 1200 Pa(25.0 s 2160 Pa(45.0 s 2640 Pa(55.0 s Negative Design Pressure* 1200 Pa(25.0 s 2160 Pa(45.0 s 2640 Pa(55.0psf) Operating Force(in motion) 89 N(20 lb N/A N/A Air Infiltration 1.1 Us/m N/A N/A 0.21 cfm/fl Water Penetration Resistance Test Pressure 440 Pa. 9.0 p sf N/A N/A Uniform Load Structural Test Pressure ±1800 Pa ±37.5 s ±3240 Pa (±67.5 s ±3960 Pa(±82.5 s Forced Entry Resistance .Grade 10 N/A N/A *-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 Testing AAMA/WDMA/CSA TEST REPORT Rendered to: ASSOCIATED.MATERIALS, INC. 3773 State Road Cuyahoga Falls, Ohio 44223 Report No.: 62609.01-501-47 Test Dates: 01/25/06 Through: 01/27/06 Report Date: 02/14/06 Expiration Date: 01/27/10 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Associated Materials, Inc. to perform tests on three Series/Model 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: ANSU A 101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. AAMA/WDMA/CSA 101/I.S.2/A440-05, Standard✓Specification for Windows, Doors, and Unit Skylights. Test Specimen Description: Series/Model: 0201 Product Type: Pbly 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(40-1/8")wide by 965 mm(38")high Overall Area: 2.19 m2(23.5 &) 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com A 62609.01-501-47 Architectural Testing Page 2 of 10 Test Specimen Description: (Continued) Test Specimen#2: H-LC45 1118 x 1524* (44 x 60*) Overall Size: 1118 mm(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 ft) Test Specimen#3: H-LC55 914 x 1524* (36 x 60*) Overall Size: 914 mm(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 mm(29-7/16")high Overall Area: 1.39 m2(15.0 ft) The following descriptions apply to all specimens. Finish: All PVC was white. Glazing Details: The sash were exterior glazed with nominal 21 mm(13/16")thick, sealed insulating glass fabricated from two sheets of 3.0 mm(1/8")clear annealed glass a U-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 corner construction. A snap-in PVC adapter was applied to the head. Sash Construction: The PVC sash were assembled utilizing mitered and welded corner construction. Screen Construction: The screen was constructed with extruded aluminum. The corners were miter cut and secured using plastic corner keys. The fiberglass mesh screen cloth was held-in-place with a flexible vinyl spline. A 62609.01-501-47 Architectural Testing Page 3 of 10 Test Specimen Description: (Continued) Weatherstripping: Description Ouantitv Location 4.7 mm(0.187")backed by 1 Row Head insert, sill,lock rail 6.6 mm(0.260")high pile with center fin 4.7 mm(0.187")backed by 1 Row Exterior meeting rail(exterior), 8.9 mm(0.350")high pile top rail with center fin 4.7 mm(0.187")backed by 2 Rows Sash stiles 8.9 mm(0.350")high pile with center fin 4.7 mm(0.187")backed by 1 Row Exterior meeting rail(interior) 14.0 mm(0.550")high vinyl jacket/foam filled bulb 4.7 mm(0.187")backed by 1 Row Bottom rail 10.2 mm(0.400")diameter, offset vinyl jacket/foam filled bulb 25.4 mm(1.0")by 12.7 mm(1/2") 4 Meeting rails,one at each end by 6.4 mm(0.250")high adhesive backed pile pad Hardware: Description Quantity Location Metal button cam lock 1 Lock rail at mid-span,with mating and keeper keeper at exterior meeting rail (Test Specimen#1) Metal button cam lock 2 Lock rail, 216 mm(8-1/2")in from and keeper each end,mating keepers at exterior meeting rail (Test Specimen#2&#3) Plastic tilt latch 4 Top comer of sash Metal pivot bar 4 Bottom corner of sash Constant force balance 4 One per jamb system with locking tilt shoes A 62609.01-501-47 Architectural Testing Page 4 of 10 Test Specimen Description: (Continued) Drainage: Description Quantity Location 22 mm(7/8")wide by 2 Exterior face of sill,one at 4.7 mm(3/16")high weepslot each end (with flap) 32 mm(1-1/4")wide by 2 Sill/jamb intersection,one at each 12.7 mm(1/2")deep weepslot end 25 mm(1")wide by 2 Intermediate sill wall,one at 4.7 mm(3/16")high weepslot each end 19.0 mm(3/4")wide by 2 Sill screen track,one at 4.7 mm(3/16")deep weepslot each end 9.5 mm(3/8")wide by 4 Bottom sash rail and exterior 3.2 mm(1/8")deep weepslot meeting rail,one.at each end Reinforcement: The lock rail contained a custom shaped, formed steel reinforcement measuring 22.2 nun by 11.7 mm by 1.2 mm (0.875" by 0.461" by 0.047"), reference Drawing No. UY0095. The keeper rail and bottom rail contained a custom shaped, formed steel reinforcement measuring 11.7 mm 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 mm (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-102 mm (4") long void at each interior sill corner. A nominal 5 mm (3/16") gap was maintained at the perimeter between the buck and window frame. A 62609.01-501-47 Architectural Testing Page 5 of 10 Test Results: The results are tabulated as follows: Paragraph aph 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 Breakaway 67 N(15 lbs) 230 N(50 lbs) Maintain motion 89 N(20 lbs) 155 N(35 lbs) Close Breakaway 36 N(8 lbs) 230 N(50 Ibs) Maintain motion 45 N(10 lbs) 155 N(35 lbs) Top Sash Open Breakaway 27 N(61bs) 230 N(50 lbs) Maintain motion 89 N(20 lbs) 155 N(35 lbs) Close Breakaway 53 N(12 lbs) 230 N(50 lbs) Maintain motion 80 N(18 lbs) 155 N(35 lbs) Lock Open 5 N(1 lb) 100 N(22.5 lbs) Close 5 N(1 1b) 100 N(22.5 lbs) Latches Open 5 N(1 lb) 100 N(22.5 lbs) 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/s/m2 (0.2;1 cfin/&) (0.30 cfin/ft)max. Note #1: The tested specimen meets (or exceeds) the performance levels specified in ANSIIAAM INWWDA 101/LS.2-97, 101/I.S.2/NAFS'02, AAMA/WDMA/CSA 101/LS. 2/A440-05 for air infiltration. Ak / 62609.01-501-47 Architectural Testing Page 6 of 10 Test Results: (Continued) Paraeraph Title of Test-Test Method Results Allowed Test Specimen#1: H-LC25 1118 x 1956(44 x 77)(Continued) 2.1.3 Water Resistance per ASTM E 547 5.3.3 (with and without screen) 180 Pa(3.75 psf) No leakage No leakage 2.1.4.1 Uniform Load Deflection per ASTM E 330 5.3.4.2 (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) 1200 Pa(25.0 psf)(positive) 6.9 mm(0.27") See Note#2 1200 Pa(25.0 psf)(negative) 9.1 mm(0.36") See Note#2 Note#2: The deflections reported are not limited by A4MA/WDMA/CSA 101/I.S.2/A440-05 for this product designation. The deflection data is recorded in this report for'special code compliance and information only. 2.1.4.2 Uniform Load Structural per ASTM E 330 5.3.4.3 (Permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 1800 Pa(37.5 psf)(positive) 0.5 mm(0.02") 4.1 mm(0.16")max. 1800 Pa(37.5 ps f) (negative) 0.3 mm(0.01") 4.1 mm.(0.16")max. 2.1.8 Forced Entry Resistance per ASTM F 588 5.3.5 Type: A Grade: 10 Hand Tool Manipulation No entry No entry Tests Al through A7 No entry No entry Hand Tool Manipulation No entry No entry 5.3.6.2 Thermoplastic Corner Weld Test Meets as stated Meets as stated 62609.01-501-47 Architectural Testing Page 7 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) 2.2.1.6.2 Deglazing Test per ASTM E 987 5.3.6.3 Top ash In operating direction-320 N(70 lbs) Meeting rail 1.5 mm(0.06") 11.43 mm(0.45"). Top rail 1.5 nun!(0.06") 11.43 mm(0.45") In remaining direction-230 N(50 lbs) Left stile 0.8 mm!(0.03") 11.43 nun(0.45") Right stile 0.8 mm!(0.03") 11.43 mm(0.45") Bottom Sash In operating direction-320 N(70 lbs) Meeting rail 1.5 nun:.(0.06") 11.43 mm(0.45") Bottom rail 1.5 mm:.(0.06") 11.43 mm(0.45") In remaining direction-230 N(50 lbs). Left stile 0.8 mm(0.03") 11.43 mm(0.45") Right stile 0.8 mm(0.03") 11.43 mm(0.45") Optional Performance 4.3 Water Resistance per ASTM E 547 4.4.3.4 (with and without screen) 440 Pa(9.0 pst) Na leakage No leakage 62609.01-501-47 • Architectural Testing Page 8 of 10 Test Results: (Continued) Paragraph Title of Test-Test Method -Results Allowed Test Specimen#2: H-LC45 1118 x 1524* (44 x 60*) Optional Performance 4.4.1 Uniform Load Deflection per ASTM E 330 4.4.3.2 (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) 2160 Pa(45.0 psf)(positive) 10.7 mm(0.42") See Note#2 2160 Pa(45.0 psf)(negative) 14.7 mm(0.58") See Note#2 4.4.2 Uniform Load Structural per ASTM E 330 4.4.3.2 (Permanent sets reported were taken on the, exterior meeting rail) (Loads were held for 10 seconds) 3240 Pa(67.5 psf)(positive) 0.3 mm(0.01") 4.1 mm(0.16")max. 3240 Pa(67.5 psf)(negative) 1.5 mm(0.06") 4.1 mm(0.16")max. Test Specimen#3: H-LC55 914 x 1524* (36 x 60*) Optional Performance 4.4.1 Uniform Load Deflection per ASTM E 330 4.4.3.2 (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) 2640 Pa(55.0 psf)(positive) 9.1 mm(0.36") See Note#2 2640 Pa(55.0 psf)(negative) 7.6 mm(0.30") See Note#2 4.4.2 Uniform Load Structural per ASTM E 330 4.4.3.2 (Permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 3960 Pa(82.5 psf)(positive) 1.5 mm(0.06") 3.3 mm(0.13")max. 3960 Pa(82.5 psf)(negative) 0.3 mm(0.01") 3.3 nun(0.13")max. A 62609.01-501-47 Architectural Testing Page 9 of 10 Drawing Reference: The test specimen drawings have been reviewed by ATI 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 ATI 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 may not be reproduced, except in full,without the approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING,INC. D1O*SIQrsd fcr:LIW*Osotps by L V*Vos aO Y by Nichssl L Msckwslh Lynn George Michael L. Mackereth Project Manager Director-Operations LG j1d Attachments(pages): Appendix-A: Alteration Addendum(1) Appendix-B: Drawings(13) Monda Building Uode Online rage i or i Aw^ Mo .^^'. ___ BCIS Home Log In Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search Product Approval USER:Public User l=fi AU s Ca > __ >Applleation List Search Criteria S fr Code Version 2004 FL# 6362.1 Application Type ALL Product Manufacturer Alside, Inc., Division of AMI Category Windows Subcategory ALL Application Status ALL Compliance Method ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Reisults-Applications FL"..^` yn:zo f4 °.'.'atir sy Lfa Taal-'ed B,. s ai Us F362 New Alside, Inc.,Division of AMI L.F. Schmidt, Approved FL#: FL6362.1 P.E. 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