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Home My WebLink About04-3167 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 3167 l Permit Number: 3167 Permit Type: ADDITION/AL TERA TION Class of Work: 434-ADD/ALT RESIDENTIAL Proposed Use: SINGLE FAMILY RESIDENTIAL Square Feet: Est. Value: Improv. Cost: 2,350.00 Date Issued: 6/17/2004 Total Fees: 67.50 Amount Paid: 67.50 Date Paid: 6/17/2004 Work Desc: REPLACEMENT WINDOWS Address: 6103 18TH ST ZEPHYRHILLS, FL. Township: Range: Book:. ,Lot(s): Block: Section: . II Subdivision: CITY OF ZEPHYRHILLS , Name: MARIAN MYERS Address: 6103 18TH ST ZEPHYRHILLS, FL. 33542 Phone: 'R U PRE-SLAB II CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATED LINTEL I PRE-METER WATER FINAL MECHANICAL FRAME I MISC SEWER MISC INSULATION WALL MISC MISC. MISC. INSULATION CEILING 1 MISC. MISC. MISC. DRIVEWAY ! MISC. MISC. FIRE DEPT. FINAL ____ .__ t I _ _ REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Thirty-Five Dollars ($35.00) shall be made for each trip for each trade: (a) Wrong address (b) Condemned work resulting from faulty construction (c) Repairs or corrections not made when inspection 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 _'D!.~~C!Y_Il1~nt of insp~~i()'!fees shall be made befo~e 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 1J_~f~~.....ecording_~f?lI~_notice of commence~~l1t.".. Complete Plans, Specifications and Fee Must Accompany Application. . ---.---.------ _ _ All work..~~~ be performed in accordance with City Codes and Ordinances NO OCCUPANCY BEFORE C.O. .--- __________n_____ _____ _ _ __ _ _ _..._-_.~-_._- ~~~R~~afJ ~MITOFFI CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER I .-.--J CITY OF ZEPHYRHILLS PERMIT APPLICATION BUILDING DEPARTMENT 5335 8D St, Zephyrhills, FL 33542 813-780-0020 FAX: 813-780-0021 DATE RECE IVED PHONE CONTACT FOR PERMITTING '7~L - 375-7 3ct) OWNER'S NAME--1}1arfcn m~ e.rs PHONE F/3-7t~-~6;;).'i? JOB ADDRESS C, l o~ I R" *1 ;;:+-. 2. 1-1, FL. -2354<-1 SUBDIVISION LEGAL DESCRIPTION: LOT(S) BLOCK PARCEL ID # O';} - :J c;, - ~ \ - 0180 - 00000 .4 OL/ on (ORTAIN FROM PROPERTY TAX NOTICEl WORK PROPSED: DNEW CONSTRUCTION D ADDITION DALTERATION D REPAIR ~ INSTALL D SIGN D MOVE D DEMOLISH PROPOSED USE: DSGL FAMILY DWELLING DCOMMERCIAL DMULTI-FAMILY D INDUSTRIAL D# OF UNITS D SWIMMING POOL D MOBILE HOME D OTHER CJ RESTAURANT & HEALTH DEPARTMENT APPROVAL DESCRIPTION OF WORK ~t(JretY1f...llk Wlhl'JlO\..i r:-., ~a,yvlf ~'Lf.-i BUILDING SIZE SQUARE FOOTAGE HEIGHT RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. f3i-j)6. (07, '5 0 PERMITS REQUESTED }( BUILDING D ELECTRICAL $ ~J 3~SO VALUATION OF TOTAL CONSTRUCTION AMP SERVICE D FLORIDA POWER D W.R.E.C. D PLUMBING D MECHANICAL $ D GAS D ROOFING D SPECIALTY VALUATION OF MECHANCIAL INSTALLATION D OTHER TYPE OF CONSTRUCTION:)6 BLOCK FINISHED FLOOR ELEVATIONS D FRAME D STEEL D OTHER IS PROJECT IN FLOOD ZONE AREAD YES D NO STATE CERT OR REGIST # I Cen..~(A~n(j. Cee - O,C).8oG +- BUILDER SIGNATURE ~1'P Ue-", Ac-kexWlo (\ CONTRACTOR,.SECTION , '", .', " .." "..",,':.. ; .. ""I;"" '.':'~-.~" ...." ..', --.. "-,' .. :'" .. .. -, ". COMPANY Fc-KP J mCUl ****************************************************************** ELECTRICIAN COMPANY SIGNATURE STATE CERT OR REGIST # ****************************************************************** PLUMBER COMPANY SIGNATURE STATE CERT OR REGIST # ****************************************************************** MECHANICAL COMPANY SIGNATURE STATE CERT OR REGIST # ***************************************************************** OTHER COMPANY SIGNATURE STATE CERT OR REGIST # A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to "deed restrictions" which. may be more restrictive than City regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. B. 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 City of Zephyrhills Building Department, 813-780-0020. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor Sections" of this application for which they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indica~ion that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the "owner", I cerify 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. E. 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. Appli~ation 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, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental 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 Regulation-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 *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone "A" or "A, etc.", it is understood that a drainage plan addressing a "compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. 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 code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned fora period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be 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. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT". SIGNATURE: OWNER OR AGENT SIGNATURE: CONTRACTOR STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _ day of by acknowledged , 2CL- STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _day of by acknowledged , 20 (name of person acknowledged) Dwho is personally known to me, or (name of person acknowledged) [1ho is personally known to me, or of identification) take an oath. Dwho has produced (type of identification) and who 0 did O:iid not take an oath Dwho has produced (type and whoD did 0 did not Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped . ~ Architectural Testing February 28, 2003 Marsh Fembaugh, Director of Testing Alside Window Company 3773 State Road Cuyahoga Falls, Ohio 44309-1365 RE: Masonry Installation 0201 Double Hung Window 3' 8" wide by 5' 0" tall. Dear Mr. Fembaugh: I have performed an installation fastener analysis for your 0201 double hung window installed to masonry block walls. The window size considered was 3' 8'1 wide by 5' 0" tall. The design wind pressure for this window, as determined by the testing documented in AT! Test Report 05-30324.05, is +/- 45.0 PSF. My analysis assumed using 3/16" diameter Tapcon anchors with a minimum embedment of 1-1/4". To safely resist the design wind pressure, 6 such anchors are required. At installation, use three anchors in each jamb: one near the top comer, one at midspan and one near the bottom comer. This installation detail is appropriate for smaller windows of this model subjected to the same design wind pressure. If you have any questions regarding my analysis, please contact me. Sincerely ARCHITECTURAL TESTING, INC ~C~ ..... seph ~. Reed, P.E. Director - Engineering Services JAR:jar 07 cc: 01-44093 05-30324 . '. ....,)." .' '-'_".'~~~ ~).l.lJ.~I\.':"'.- :~'V ~G~CODES, FLORIDA BUILDII'G TlONAL ELECfRlC CODE AND CODE. NA, ""'Ull I ~ ORDINANCES CITY OF ZEPn I r.c............ .\\. y: ,.... :("/. .:...\~ () h A.,.,';, .~,...... c...\C~i ..... ....... l';"'''^., "'_'.>._ ~. ()""'.;.:=-\ \ r t C".~'0':~ ," 'S.. \.- -1 ". < ;-'0 .. /'. .' t ".,'} :'(,~ ~.f~.~. n~2J '''"\'''~ .~1: 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com .- :-~J~_,:':: .: JJ:r~ -; :;-.'-" -3T)SE. 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II L III >,Sltl !i;j :.1;.8 AAMAINWWDA 101/1.S.2-97 TESTREPORTS~Y Rendered to: ALSIDE WINDOW SYSTEMS SERIESIMODEL: 0201 TYPE: PVC Double Hung Window Results Title of Test Test Specimen #1 Test Specimen #2 Test Specimen #3 Test Specimen #4 AAMA Rating H-LC30 48 x 78 H-LC35 44 x 77 H-LC45* 44 x 60 H-LC55* 36 x 72 Operating Force 28 lb max. N/A N/A N/A Air Infiltration 0.16 cfm/t-r N/A N/A N/A Water Resistance Test Pressure 9.0 psf N/A N/A N/A Uniform Load Deflection Test Pressure 30 psf 35 psf 45 psf 55 psf Uniform Load Structural Test Pressure :t45.0 psf +52.5 psf +67.5 psf +82.5 psf Deglazing Passed N/A N/A N/A Forced Entry Resistance Passed N/A N/A N/A Reference should be made to ATI Report No. 05-30324.05 for complete test speCImen description and data. .. ~ Architectural Testing AAMA/NWWDA 101/1.S.2-97 TEST REPORT Rendered to: ALSIDE WINDOW SYSTEMS 3773 State Road Akron, Ohio 44309-1365 Report No: 05-30324.05 Test Dates: 01/10102 And: 01/23/02 Report Date: 02/18/03 Expiration Date: 01/23/06 Project Summary: Architectural Testing, Inc. (ATl) was contracted to perform tests on four SeriesIModel DH6WW/SLOPE, PVC double hung windows at the Veka, me. facility in Fombell, Pennsylvania. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: H-LC30 48 x 78; Test Specimen #2: H-LC35 44 x 77; Test Specimen #3: H-LC45* 44 x 60, and Test Specimen #4: H-LC55* 36 x 72. Test specimen descriptions 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 minimum test size for the product type and class. Test Specification: The test specimen was evaluated in accordance with AAM.A/NWWDA 101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (pVC) and Wood. Windows and Glass Doors. Test Specimen Description: SeriesIModel: 0201 Type: Poly Vinyl Chloride (PVC) Double Hung Window Test Soecimen #1: H-LC30 48 x 78 Overall Size: 4' 0" wide by 6' 6" high Top Sash Size: 3' 8-5/8" wide by 3' 1-3/8" high Bottom Sash Size: 3' 9-5/8" wide by 3' 2-3/8" high Screen Size: 3' 8-5/16" wide by 3' 2-11/16" high 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com 05-30324.05 Page 2 of8 Test Specimen Description: (Continued) Test Specimen #2: H-LC35 44 x 77 Overall Size: 3' 8" wide by 6' 5" high Top Sash Size: 3' 4-5/8" wide by 3' 0-7/8" high Bottom Sash Size: 3' 5-5/8" wide by 3' 1-7/8" high Test Specimen #3: H-LC45* 44 x 60 Overall Size: 3' 8" wide by 5' 0" high Top Sash Size: 3' 4-5/8" wide by 2' 4-1/4" high Bottom Sash Size: 3' 5-5/8" wide by 2' 5-5/16" high Test Specimen #4: H-LC55* 36 x 72 Overall Size: 3' 0" wide by 6' 0" high Top Sash Size: 2' 8-3/4" wide by 2' 10-3/8" high Bottom Sash Size: 2' 9-3/4"wide by 2' 11-3/8" high The following descriptions apply to all specimens. Finish: All vinyl was white. Glazing Details: The sash were exterior glazed with 13/16" thick sealed insulating glass fabricated from two sheets of 1/8" clear annealed glass and a metal spacer system. The insulating glass was set onto a double-sided adhesive tape and secured with rigid vinyl glazing beads. Frame Construction: The PVC frame was constructed using mitered and welded comer construction. A rigid PVC adapter was applied to the head. Sash Construction: The PVC sash were assembled using mitered and welded comer construction. Screen Construction: The screen was constructed from extruded aluminum. The comers were miter cut and secured with comer keys. Fiberglass mesh screen cloth was held-in-p1ace with a flexible spline. Test Specimen Description: (Continued) Weatherstripping: Description 0.187" backed by 0.200" high pile with center fin 0.187" backed by 0.260" high pile with center fin 0.187" backed by 0.260" high pile with center fin 0.187" backed by 0.350" high pile with center fin 0.187" backed by 0.550" high vinyl jacket/foam filled bulb 0.187" backed by 0.300" diameter, offset vinyl jacket/foam filled bulb I" by 1/2" x 0.250" high adhesive backed pile pad Hardware: Description Metal cam lock and keeper Constant force balance system with locking tilt shoe Plastic spring-loaded tilt latch Die cast sash tilt pin PVC sash stop Quantity I Row 1 Row 2 Rows I Row 1 Row 1 Row 4 Quantity 2 4 4 4 4 05-30324.05 Page 3 of8 Location Lock rail Head insert, sill, top rail Sash stiles Exterior meeting rail (exterior) Exterior meeting rail (interior) Bottom rail Meeting rails, one at each end Location Lock rail, 8-1/2" from each end Two per jamb Top comers of sash Bottom comers of sash Jambs, one at each end 05-30324.05 Page 4 of8 Test Specimen Description: (Continued) Drainage: Description Quantity Location 7/8" wide by 3/16" high weepslot 2 One 2-1/4" from each end of the exterior sill face (with flaps), one at each end of the center sill wall 3/4" wide by 3/16" high weepslot 2 Sill screen track, one at each end 1-1/4" wide by 1/2" deep weeps lot 2 Sill, one at each end of the interior jamb track 3/8" wide by 1/8" deep weepslot 4 Bottom sash rail and exterior meeting rail, one at each end Reinforcement: The lock rail contained a rectangular shaped, formed steel reinforcement measuring 0.649" x 0.461" x 0.047" (reference drawing #2707). The exterior meeting rail and sash stiles contained a "U" shaped steel reinforcement measuring 0.781" x 0.400" x 0.047" (reference drawing # 2709). Installation: The unit was installed in a wood buck constructed of Spruce-Pine-Fir construction lumber and sealed at the exterior perimeter with a silicone sealant. A 3/4" x 3/4" wood stop was applied to the interior and exterior perimeter and secured with 2" drywall screws spaced approximately 16" on center. Test Results: 05-30324.05 Page 5 of8 The results are tabulated as follows: Title of Test - Test Method Results Allowed Paragraph Test Specimen #1: H-LC3o. 48 x 78 2.2.1.6.1 2.1.2 35 Ibs max. Operating Force 281bs Air Infiltration per ASTM E 283 @ 1.57 psf(25 mph) 0..16 cfrn/ft? 0..3 cfrn/ft? max. Note #1: The tested specimen meets the performance levels specified in AAMA/NWWDA 1 01/18. 2-97 for air infiltration. 2.1.3 2.1.4.2 2.2.1.6.2 Water Resistance per ASTM E 547-0.0. (with and without screen) WTP = 3.75 psf No leakage No leakage Uniform Load Structural per ASTM E 330.-97 (Measurements reported were taken on the exterior meeting rail) @37.5psf(positive) 0.03" o..179"max. @37.5psf(negative) 0..03" o..179"max. Deglazing Test per ASTM E 987 Top Sash In operating direction at 70. Ibs Lift Rail Meeting Rail 0..0.60"/12% 0..0.60."/12% 0.500."/10.0.% 0..50.0."/10.0% In remaining direction at 50. Ibs Left Stile Right Stile 0..0.60."/12% 0..0.30"/6% 0..500."/10.0.% 0..500"/10.0.% Bottom Sash In operating direction at 70. Ibs Lift Rail Meeting Rail In remaining direction at 50. Ibs 0..50.0."/10.0.% 0.50.0."/10.0.% 0..0.60."/12% 0..0.60."/12% Left Stile Right Stile 0.50.0"/10.0.% 0..50.0."/10.0.% 0..0.30."/6% 0..0.30."/6% 05-30324.05 Page 6of8 Test Results: Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: H-LC30 48 x 78 (Continued) 2.1.7 Welded Comer Test Meets as stated Meets as stated 2.1.8 Forced Entry Resistance per AAMA 1302.5-76 Tests A through G No entry No entry Optional Performance 4.3 Water Resistance per ASTM E 547-00 (with and without screen) WTP = 9.0 psf No leakage No leakage 4.4.2 Uniform Load Structural per ASTM E 330-97 (Measurements reported were taken on the exterior meeting rail) @ 45.0 psf(positive) 0.04" 0.179" max. @45.0psf(negative) 0.06" 0.179"max. Test Specimen #2: H-LC35 44 x 77 Optional Performance: 4.4.1 Uniform Load Deflection per ASTM E 330-97 (Measurements reported were taken on the exterior meeting rail) @ 35.0 psf(positive) 0.44" See Note #2 @ 35.0 psf(negative) 0.46" See Note #2 Note #2: The Uniform Load Deflection test is not an AAMA/NWWDA 101l18.2-97 requirement for this product designation. The data in this report is for information only. 4.4.2 Uniform Load Structural per ASTM E 330-97 (Measurements reported were taken on the exterior meeting rail) @ 52.5 psf(positive) 0.03" 0.163" max. @ 52.5 psf(negative) 0.03" 0.163" max. 05-30324.05 Page 7 of8 Test Results: (Continued) . Paragraph Title of Test - Test Method Results Allowed Test Specimen #3: H-LC45* 44 x 60 Optional Performance: 404.1 Uniform Load Deflection per ASTM E 330-97 (Measurements reported were taken on the exterior meeting rail) @ 45.0 psf (positive) 0.60" See Note #2 @ 45.0 psf (negative) 0.53" See Note #2 404.2 Uniform Load Structural per ASTM E 330-97 (Measurements reported were taken on the exterior meeting rail) @ 67.5 psf(positive) 0.02" 0.163" max. @ 67.5 psf(negative) 0.04" 0.163" max. Test Specimen #4: H-LC55* 36 x 72 Ootional Performance: 404.1 Uniform Load Deflection per ASTM E 330-97 (MeaSurements reported were taken on the exterior meeting rail) @ 55.0 psf(positive) 0040" See Note #2 @ 55.0 psf(negative) 0.27" See Note #2 404.2 Uniform Load Structural per ASTM E 330-97 (Measurements reported were taken on the exterior meeting rail) @ 82.5 psf(positive) 0.06" 0.131" max. @ 82.5 psf(negative) 0.02" 0.131" max. 05-30324.05 Page 8 of8 This report is reissued in the name of Alside Window Systems through written authorization of Veka, Inc. to whom the original report was rendered. The original Veka, Inc. Report No. is 05-30324.01. 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. 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 reproduce except in full without the approval of Architectural Testing. For ARCHITECTURAL TESTING, INC: i?~~ })22/ Steven M. Urich, P .E. SenY>r Ifoject Engineer 2/18/ f) :1 Digitally signed by Lynn George Lynn George Proj ect Manager LG:baw 05-30324.05 I A .~ Arci'11teetur., T.,tlnl March 22, 2004 Manh Fembaugh. Director of Testing A1&ide Window Company 3713 State Road CUYahoaaFalls. Ohio 44309.]365 RE: MalOlUy lnItallation of 0501 Double Huna Windows. Dear Mr. Fernbauah: I have performed an installation fastener analysis for your 0501 Double Hung Windows instalJed to muomy walls. The windows considered were as follows: Size 4' 4" x 7' 0" 3' 8" X 6' S" 3' 8" X 6' 0" 3' 0" X 6' 0" 3' 0" X 5' 0" 4' 411 X 5' I" 4' 4" X 5' I" DP 25 p,f 40 psf 4$ psf 45 psf 60 psf 35 psf 4S psf Teat ~rt No. An 05-30388.01 An 05.30388.01 AT! 05-30388.01 ATI 05.30388.01 An 05-30388.01 An 05-30419.01 An 05-30419.01 My analysis assumed using 3/16" diameter Tapcon anchors With a minimum embedment of 1 ~ 1/4". To safely resist the design wind pressures above, 8 such anchors are required to fasten the window to the masonry frame. At instAllation. use three anchors in each jamb 6" frOl1l each corner and one at the mid.height, and two in the head 6" from each corner. If you have any Questions regarding my analysis, please contact me. Sincerely, ARCHITEClURAL TESTING, INC JAR:jar cc: 01~S0106.01 . , ..'.-......,,-, . . .,.':, :;;~~d::;;~~j:~,.~.- .!" .....-,., F'C..~... '"." . ~~ .,' ";.." .~" : I '-..." ('. '. . '. .~:. .. :~iIi.; 'f; ~,:t:.:' .' .' ~ 1:'''' 130 Derry Court York. PA 1740;1-9405 phon,,; 717.7154.7700 fllx: 717.764_412~ WWII'oI.archtest.com . ): \:. ,f;f~:,i.:j~~:'>: . \ "~..._.'QlIl~~ it,.'J~I",,,;.....,, 0.. '....;~..t~{-..:;:~. . ~t1~ 1/' / 7/42.#1 ,84l15l2E:HN ... g~ 1'.,,)' ~(JI 0'" ~~~ 9 tD p~ ~~~~~fT~ r!~llli~ ~i Ii Uii~liS C)c!.... ... ... ... ... 9 9 9 9 ... Ii Ii . is'' i~ I: I ~fS&:&::tt2 ~ )10 I. g ~S!d i x )( )( )( )( )C >< ~ !l~g~! ~ ~ ~ i il i~;IJ -< % <n ';' ili!:' ~ 1+ Ii- ~ l+ 1+ It- l+ ~ ): ::l Pi~$~Pi$~ I ~ o Cl Q 0 coo C1 iii' II~ 111111! 0 ~ i I ~ ~ ~ z 0 n g ... 8 c: III ,.. ,.,.. 2 z C) Ii ~ 1(3:55 3303222220 ALSIDE E~~INEERING P~'\GE 07 SEcnON - AA . .': "~.l..~ '" .. '....,4, ,." ~ ,f-. :J.:.t ./ . ". ~~ ~~.(:f ... ....:. .... .~.:/...~:". . 1 -;-\;. 'II: . . .:,.. . ,'. .~. 'r.:":~ ,~.~. . "'"0;.. . . .'. ( -';: .t...... ~ .. .. I . ~ :. .:.:.~ I..... ~ . \...... "", ;. ~:.,.... .:..,. ~ :..':'.;-.;..;.' , :~~ '., ':\ I~".~~~)""/:.. . . ", ..1..'~ ~ ~...:...::<:; ....~~ '. t.:,,:, co il'~ !'!I. ~r! I~ ~ . . ! j I ~ ... ):> ." : I . ,:' ~.. ; '{:' . .,' . 1":-- . ~ ~ :.2 -0 ~ ~ ~j~l )~I~ ~i:s:2>> Q~ I. I' OJ -< AAMAlNWWDA 10IfLS.2-97 TEST REPORT Rendered to: ALSIDE WINDO\V COMPANY SERIES/MODEL: 0501 TYPE: PVC Double Hung Windows Summary of Results Title of Test Test Test Test Test Test Specimen #1 Specimen #2 Specimen #3 Specimen #4 Specimen #5 AAMA Rating H-LC25 52 x 84 H-LC40 44 x 77 H-LC45* H-LC45* H-LC60* 44 x 60 36 x 72 36 x 60 Uniform Load Deflection Test Pressure +25 psf +40 psf +45/-50 psf +45 psf +60/-65 psf Operating Force 33 Ib max. N/A N/A N/A N/A Air Infiltration 0.09 cfm/ft2 N/A N/A N/A N/A Water Resistance Test Pressure 9.0 psf N/A N/A N/A N/A Uniform Load Structural Test Pressure +37.5 psf :t60.0 psf +67.5/-75 psf +67.5 psf +90/-97.5 psf Deglazing Passed N/A N/A N/A N/A Forced Entry Resistance Grade 10 N/A N/A N/A N/A Reference should be made to AT! Report No. 05-30388.01 for complete test speCImen description and data , . . ~ Architectural Testing AAMAlNWWDA 101lI.S.2-97 TEST REPORT Rendered to: ALSIDE WINDOW COMPANY 3773 State Road Cuyahoga Falls, Ohio 44223 Report No: 05-30388.01 Test Dates: 06/19/02 And: 06/20102 Report Date: 07/08/02 Expiration Date: 06/20106 Project Summary: Architectural Testing, Inc. (ATl) was contracted by Alside Window Company to perform tests on five Series/Model 0501, 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 52 x 84; Test Specimen #2: H-LC40 44 x 77; Test Specimen #3: H-LC45* 44 x 60; Test Specimen #4: H-LC45* 36 x 72; Test Specimen #5: H-LC40 36 x 60. Test specimen descriptions 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 minimum test size for the product type and class. Test Specification: The test specimens were evaluated in accordance with AAMAINWWDA lOl/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/l\'lodel: 0501 Type: Poly Vinyl Chloride (PVC) Double Hung Window Test Specimen #1: H-LC25 52 x 84 Overall Size: 4' 4" wide by 7" 0" high Top Sash Size: 3' 11-13/16" wide by 3' 3-5/8" high Bottom Sash Size: 4' 0-13/16" wide by 3' 4-5/8" high Screen Size: 3' 11-7/16" wide by 3' 4-1/2" high '30 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com , . 05-30388.01 Page 2 of8 Test Specimen Description: (Continued) Test Specimen #2: H-LC40 44 x 77 Over;3li Size: 3' 8" wide by 6" 5" high Top Sash Size: 3' 3-13/16" wide by 3' 0-118" high Bottom Sash Size: 3' 4-13/16" wide by 3' 1-118" high Test Specimen #3: H-LC45* 44 x 60 Overall Size: 3' 8" wide by 6" 5" high Top Sash Size: 3' 3-3/4" wide by 2' 3-5/8" high Bottom Sash Size: 3' 4-3/4" wide by 2' 4-5/8" high Test Specimen #4: H-LC45* 36 x 72 Overall Size: 3' 0" wide by 6" 0" high Top Sash Size: 2' 7-13/16" wide by 2' 9-5/8" high Bottom Sash Size: 2' 8-3/4" wide by 2' 10-5/8" high Test Specimen #5: H-LC60* 36 x 60 Overall Size: 3' 0" wide by 5" 0" high Top Sash Size: 2' 7-314" wide by 2' 3-5/8" high Bottom Sash Size: 2' 8-3/4" wide by 2' 4-5/8" high The following descriptions apply to all specimens. Finish: All vinyl was white. Glazing Details: The sash were interior glazed with 13/16" thick, sealed insulating glass fabricated from two sheets of 1/8" clear, annealed glass and a steel spacer system. The glass was set onto a double-sided adhesive tape and secured with rigid vinyl glazing beads. Frame Construction: The PVC frame was constructed using mitered and welded comer construction. Rigid PVC snap-in adapters were located at head and sill. 05-30388.01 Page 30[8 Test Specimen Description: (Continued) Sash Construction: The pye sash were assembled utilizing mitered and welded comer construction. Screen Construction: The screen was constructed from extruded aluminum. The comers were miter cut and secured with comer keys. Fiberglass mesh screen cloth was held-in-place with a flexible spline Hardware: Description Ouantity Location Metal cam lock and keeper 2 Interior meeting rail, one 8-1/2" in from each end, mating keepers at the exterior meeting rail Plastic tilt latch 4 Interior meeting rail, and top rail one at each end Constant force balance system with locking pivot shoes 4 Interior and exterior jamb tracks Metal pivot bar 4 Bottom rail and exterior meeting rail, one at each end Drainage: Description Ouantity Location 1" wide by 5/16" high weepslot 2 One 5-114" from each end of the exterior sill face draining the hollow 1" wide by 1/4" high weepslot with foam baffles 4 Intermediate sill leg draining the interior track, and exterior sill track one at each end 1-1/4" wide by 1/2" high weephole 2 Sill adapter at interior jamb track, one at each end 3/8" wide by 3/16" deep weepslot 4 Bottom sash rail, and exterior meeting rail, one at each end 05-30388.01 Page 4 of8 Test Specimen Description: (Continued) Weatherstripping: DescriptiOl~ Quantity Location 0.187" backed by 0.240" high pile with center fin 1 Row Head and sill adapters, bottom rail 0.187" backed by 0.240" high pile with center fin 2 Rows Bottom sash stiles, 0.187" backed by 0.240" high pile with center fin 3 Rows Top sash top rail and stiles 0.187" backed by 0.350" high pile with center fin 1 Row Bottom sash stiles, top sash meeting rail (exterior) 0.187" backed by 0.150" high pile with center fin 1 Row Bottom sash meeting rail, and top sash meeting rail 0.187" backed by 0.375" diameter, offset, vinyl j acket/hollow/foam- filled bulb 1 Row Bottom sash bottom rail Contour fit adhesive backed closed cell foam pads 2 Sill adapter at exterior jamb tracks Reinforcement: The exterior meeting rail and top sash stiles contained a formed steel reinforcement measuring 0.635" x 0.265" x 0.050" (reference drawing # UY007812). The interior meeting rail contained a formed steel reinforcement measuring 0.715" x 0.680" x 0.050" (reference drawing # UY008812). The bottom sash stiles contained a formed steel reinforcement measuring 0.450" x 0.655" x 0.050" (reference drawing #UY007812). Installation: The unit was installed in a wood buck constructed from Spruce-Pine-Fir construction lumber and sealed at the interior and exterior perimeter with a silicone caulking, with the exception of an approximate 6" long void at each interior sill corner. The unit was secured to the buck using four #8 x 2-1/2" long screws, one at the top and bottom of each jamb. 05-30388.01 Page 5 0[8 Test Results: The results are tabulated as follows: Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: H-LC25 52 x 84 2.2.1.6.1 Operating Force 33 lbs 35 lbs max 2.1.2 Air Infiltration (ASTM E 283-91) @ 1.57 psf (25 mph) 0.09 cfm/ft2 0.3 cfmlft2 max. Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAMA/NWW'DA 10J/IS. 2-97 for air infiltration. 2.1.3 Water Resistance (ASTM E 547-00) WTP = 3.75psf No leakage No leakage 2.1.4.2 Uniform Load Structural (ASTM E 330-97) (Measurements reported were taken on the exterior meeting rail) @37.5psf(positive) 0.05" 0.191"max. @ 37.5 psf(negative) 0.04" 0.191" max. 2.2.1.6.2 Deglazing Test (ASTM E 987-98) Top Sash In operating direction at 70 Ibs Top Rail 0.100"/20% 0.500"/1 00% Meeting Rail 0.100"/20% 0.500"/1 00% In remaining direction at 50 lbs Left Stile 0.060"/12% 0.500"/100% Right Stile 0.060"/12% 0.500"/100% Bottom Sash In operating direction at 70 lbs Bottom Rail 0.125"/25% 0.500"/100% Meeting Rail 0.100"/20% 0.500"/1 00% In remaining direction at 50 Ibs Left Stile 0.060"/12% 0.500"/100% Right Stile 0.060"/12% 0.500"/100% 05-30388.01 Page 6 0[8 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: H-LC25 52 x 84 (Continued) 2.1.7 Welded Comer Test Passed <100% of Weld Line 2.1.8 Forced Entry Resistance (ASTM F 588-97) Type: A Grade: 10 Lock Manipulation Test Tests Al through A 7 Lock Manipulation Test Optional Performance No entry No entry No entry No entry No entry No entry 4.3 Water Resistance (ASTM E 547-00) (with and without screen) WTP = 9.0 psf No leakage No leakage 4.4.1 Uniform Load Deflection (ASTM E 330-97) (Measurements reported were taken on the exterior meeting rail) @ 25.0 psf (positive) 0.52" See Note #2 @ 25.0 psf (negative 0.53" See Note #2 Note #2: The Uniform Load Deflection test is not an AAMA/NWWDA lOI/IS.2-97 requirement for this product designation. The data is recorded in this report for information onZv. Test Specimen #2: H-LC40 44 x 77 Optional Performance 4.4.1 Uniform Load Deflection (ASTM E 330-97) (Measurements reported were taken on the exterior meeting rail) @ 40.0 psf (positive) 0.51" See Note #2 @ 40.0 psf (negative 0.44" See Note #2 Note #2: The Uniform Load Deflection test is not an AAMAlNWWDA lOI/IS.2-97 requirement for this product designation. The data is recorded in this report for information only. 4.4.2 Uniform Load Structural (ASTM E 330-97) (Measurements reported were taken on the exterior meeting rail) @ 60.0 psf (positive) 0.08" 0.159" max. @ 60.0 psf(negative) 0.05" 0.159" max. 05-30388.01 Page 7 of 8 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Specimen #3: H-LC45* 44 x 60 Optional Performance 4.4.1 Uniform Load Deflection (ASTM E 330-97) (Measurements reported were taken on the exterior meeting rail) @ 45.0 psf(positive) 0.57" See Note #2 @ 50.0 psf (negative) 0.57" See Note #2 Note #2: The Uniform Load Deflection test is not an AAMA/NWWDA lOl/IS.2-97 requirement for this product designation. The data is recorded in this report for information only. 4.4.2 Uniform Load Structural (ASTM E 330-97) (Measurements reported were taken on the exterior meeting rail) @ 67.5 psf (positive) 0.04" 0.159" max. @ 75.0 psf(negative) 0.04" 0,159" max. Test Specimen #4: H-LC45* 36 x 72 Optional Performance 4.4.1 Uniform Load Deflection (ASTM E 330-97) (Measurements reported were taken on the exterior meeting rail) @ 45.0 psf(positive) 0.35" See Note #2 @ 45.0 psf(negative) 0.22" See Note #2 Note #2: The Uniform Load Deflection test is not an AAMA/NWWDA lOllIS.2-97 requirement for this product designation. The data is recorded in this report for information only. 4.4.2 Uniform Load Structural (ASTM E 330-97) (Measurements reported were taken on the exterior meeting rail) @ 67.5 psf(positive) 0.03" 0.127" max. @ 67.5 psf (negative) 0.02" 0.127" max. 05-30388.01 Page 8 of8 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Specimen #5: H-LC60* 36 x 60 Optional Performance 4.4.1 Uniform Load Deflection (ASTM E 330-97) (Measurements reported were taken on the exterior meeting rail) @ 60.0 psf(positive) 0.37" See Note #2 @ 65.0 psf(negative) 0.32" See Note #2 Note #2: The Uniform Load Deflection test is not an AAMA/NWU'DA 101/J8.2-97 requirement for this product designation. The data is recorded in this report for information only. 4.4.2 Uniform Load Structural (ASTM E 330-97) (Measurements reported were taken on the exterior meeting rail) @ 90.0 psf(positive) 0.04" CU27" max. @ 97.5 psf(negative) 0.03" . 0.127" max. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by A TI for a period of four years. 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. For ARCHITECTURAL TESTING, INC: g~~ Digitally signed by Lynn George Lynn George Project Manager LG:nlb 05-30388.01 .: October 3, 2003 Linda Ackennan Window World of West Florida 11539 Pyramid drive Ode~ FL 33556 To Whom It May Concern: The following is a synopsis of certain windows. their appropriate sizes and independent test lab referenced report that meet and/or exceed the requirements, as specified in the Florida Building Code, for the 130 mph Wind Zone. 0201 Double Hung 0970 Fixed Lite 44" x 60" or smaller 36" x 72" or smaller 60" x 60" or smaller 72" x 48" or smaller 48" x 72" or smaller A Tl 05-30324.04 ATl05-30324.04 ATl05-30516.01 A TI 05-30516.01 AT! 05-30516.01 ~<??;5/ Marsh Fembaugh Director of Testing Alside Window Company ~ j: ~ ~ 5- ~ .,. ~'- ~...."".".. (~ ",:,..-1 l ~ I~i )b / r i ~ ,'~ ~ ~ '""'" ( /1. \, 0- - 6) ~ II a i :::s i +1 , ! I I i i i i ~, ~ s:::> (J l'