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Home My WebLink About04-3224 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL 3224 Permit Number: 3224 Issued: 7/12/2004 Permit Type: GENERAL BUILDING PERMIT Class of Work: 434-ADD/AL T RESIDENTIAL Proposed Use: SINGLE FAMILY RESIDENTIAL Sq. Feet: Est. Value: Cost: 1,337.00 Total Fees: 60.00 Amount Paid: 60.00 Date Paid: 7/12/2004 Address: 37410 TEABERRY LP ZEPHYRHILLS, FL. Township: Range: Lot(s): Block: Section: Book: Page: Subdivision: WEDGEWOOD MANOR Parcel Number: Name: HOMEOWNER Addr: Name: Address: Phone: Lic: Work Desc: CHANGING OUT 4 WINDOWS Phone: UG UC D PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATED LINTEL PRE-METER WATER FINAL MECHANICAL FRAME MISC SEWER MISC INSULATION WALL MISC MISC. MISC. INSULATION CEILING MISC. MISC. MISC. DRIVEWAY MISC. MISC. FIRE DEPT. FINAL 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 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." NO OCCUPANCY BEFORE C.O. X ~/Jta&f d <-~ .:R- ~ CONTRACTORS SIGNATURE PER~ CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS PERMIT APPLICATION BUILDING DEPARTMENT 5335 eTH St, Zephyrhills, FL 33542 :z#L.. 813-780-0020 FAX: 813-780-0021 7 0 '-- DATE RECEIVED PHONE CONTACT FOR PERMITTING OWNER'S NAME ,J)~4/ #,( C, ~/IIt9 4' '" ~ J7 '1jtJ /6-n..t3c,fJ, "i~c:) JOB ADDRESS PHONE 7c?oi -d1c1/ LEGAL DESCRIPTION: LOT(S) SUBDIVISION cJ6t;JaG'WIJt!J b ~~ BLOCK PARCEL ID # WORK PROPSED: [JNEW CONSTRUCTION [J SIGN PROPOSED USE:~SGL FAMILY DWELLING [JCOMMERCIAL (OBTAIN FROM PROPERTY TAX NOTICE) [J ADDITION [J MOVE [JALTERATION [] REPAIR \'s" INSTALL [J DEMOLISH [JMULTI - FAMILY [J INDUSTRIAL [J# OF UNITS [J SW IMMING POOL [] MOBILE HOME [J OTHER DESCRIPTION OF WORK c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL ~f;ftL. 7115~/t'o~ P4AY6 V/AI.?70aJS Zv) BUILDING SIZE SQUARE FOOTAGE HEIGHT RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. 0' BUILDING [J ELECTRICAL $ /.t.57~ ()CJ PERMITS REQUESTED & (1) SET ENERGY FORMS. FrS. '" <:> D (pu. VALUATION OF TOTAL CONSTRUCTION AMP SERVICE [] FLORIDA POWER [J W.R.E.C. [] PLUMBING b MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION [] GAS [] ROOFING [] SPECIALTY [] OTHER TYPE OF CONSTRUCTION: 0 BLOCK aJ FRAME [J STEEL [] OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREA[J YES 1l NO CONTRACTOa ....... SECTION SOlIDER d ~ SIGNATURE)! ./. ~R~ COMPANY {Jt.JYLt.-j/ STATE CERT OR REGIST # ****************************************************************** 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" whictl 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 tile 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 po~tions 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 tile contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indication 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 conunencement. 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. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has conunenced 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 for a period of six months after the time the work is conunenced. 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 acknowledged , 20_ STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this ___day of by STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _ day of by acknowledged , 20 (name of person acknowledged) Owho is personally known to me, or (name of person acknowledged) o..ho is personally known to me, or of identification) take an oath. Owho has produced (type of identification) and who Odid O:iid not take an oath Owho has produced (type and whoO did Odid not Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped .-. r -_,J___ .. --"-'..,.............W' ........;;>.. vc. '=-1'1\:1 J. J'C-l:.1"O; J. N\;I I . ~ Arehftectur.. Teltfn, Marsh Fembau,h, Direc;tor of Testing AJsidc Window Company 3773 State Road Cuyahoaa Falls, Ohio 44309-1365 r'Al.1t;. t3l March 22, 2004 5j~L 06- INST~L}i-)), 1~ /' ,.:2 iAA" r"f js..j) .. J ~J:>r -. .~ -,,\0'\'\\-"" M~\'..) rlk. .. j';) , , ITJI - ~'f~ . j~~\ 1 have performed an installation fastener analysis for YOW' 0501 Double Hung Window installed to wood framing. The windows considered were as follows; RE: Wood Installation 010501 Double Hung Windows, Dear Mr. Fembaugh:. Size 4' 4" x 7' 0" 3' 8" X 6' 5" 3' 8" X 6' 0" 3' 0" X 6' 0" 3' 0" x 5' 0" 4' 4" X 5' I" 4' 411 X 5' }" DP 25 pst 40 pst 45 psf 45 psf 60 pst 35 psf 45 psf Telt Rel'Xlrt No. An 05-30388.01 An 05-30388.01 ATI 05..30388.01 ATI05-30388.01 An 05-30388,01 ATI05..30419.01 AT! 05-30419.01 My analysis assumed using #8 (0.164" dia.) wood screws through the frame with a minimum penetration of 1-114". To safely resist the desip wind pressure, 7 such screws are required. At installation, use three screws in each jamb; two 6" front each comer and one at mid-height; and one screw in the head at the middle. If you have any questions regarding my analysis, please contact me. Sincerely. ARCHITECTIlRAL TESTING, me o h . P.E. ' uector - Engineering and Product T estin& JAR:jar cc: 01-50106.01 130 O.rry Court Vorlt, PA 17402~940S Phone; 717.764.7700 fu: 717.764_4'29 WWI/II.atchttit.com , ~ v~ i-i"i i Al.-~ ,,:"'~ ,. v,'-'''..J''- .--- '"r'LORIDA BUUDINC PREV AlLING CODES, C CODEM'L CODE, NATIONAL E~E~RDINANCES OTY OF ZEPHYRJ-llL .',,~'..:."""'~:,. '"/.''' "'11'" ,. .~. . './' '~r;.rr.r .,'-" "'''_ X;':'.:~. ......~l.f.. ~~.~< ~;~'. V ",..,~ .."., ~. ~ < 0" ':';..<t"".' ....~~ . ~~. ~ ~. ~"'~...~..: . ~ .", , .; ~' '.- .. ~~, """'I"~!. . ;1,.:: ~~. ,:1_'"",,;,, ~.. , " :, .,. H.. :. ./ ".~' \:It. . 'r~' ~4.~A"~~., ", t t~:~;: ii .' - -':\:""~'- ":~. !~~ ''', ;~fJl-t$~" ...;:~"<: " ',. "lo...... ~ ~..-.;"\#. ., " . '" '. .. ~ . 4' " ;:1; ":1il6 · ; ~'1!.A.: - ,-;~ A;;~ ~ I j I a ~ >- = ~ ~ UJ o I~I I&I~ ill~ !.II 8 I i .t , <C Jr;~l1 .(i~l f~t~ *1 I I I~~I, M , I. ii, I I 'fill I III I! ~I S i 'dil -I,! 'I.I~ I, i ':li:!1 ~iE II ..:~W!b ~. ...,! ~ Qillilll ~coooooo llC!g*$g:a~ ~ ... -+t 'it -fol ... ... .... ~:~i~g;iO ~ >C)()()()()()C ~~:;~~~~ .. s ~ S IS S IS .S 11"'.ii ~ 1=~8~8~~~ " <( Q) <( 7 CI ":lrIW.... 9~ - NOl103S t:II..l T lW"':I':II.1 T 1:'" 1"':1 "':It"I TO:-,... n77777~n~~ nT.~T ~~n'J~nJJn g j ~ :r i Q ... . 8~ I ~ I I! s ~g~ I~~ /<<"1 -.... o AAMAINWwDA 101/1.S.2-97 TEST REPORT Rendered to: ALSIDE WINDOW COMPANY SERlES/MODEL: 0501 TYPE: PVC Double Hung Windows SummarY of Results r Title of Test Test Test Test Test Test Specimen #1 Specimen #2 Specimen #3 Specimen #4 Specimen #S AAMA Rating H-LC25 52 x 84 H-LC40 44 x 77 H-LC45* H-LC45* H-LC60* 44x60 36 x 72 36 x 60 Uniform Load Deflection Test Pressure I25 psf :t40 psf +45/-50 psf :t45 psf +60/-65 psf Ooeratin2 Force 33 lb max. N/A N/A N/A N/A Air Infiltration 0,09 cfinltt2 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 :t37.5 psf :t60.0 psf +67.5/-75 psf :t67.5 psf +90/-97.5 psf De2lazing 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 ATI Report No. 05-30388.01 for complete test specunen description and data I . ~ Architectural Testing AAMA/NWWDA 10I/1.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: 06/20/02 Report Date: 07/08/02 Expiration Date: 06/20/06 Project Summary: Architectural Testing, Inc. (AT!) was contracted by Alside Window Company to perform tests on five SeriesIModel 0501, PVC double hung windows at their facility located in Cuyahoga Falls, Ohio. The samples tested successfully met the performance requirementsfor the following ratings: Test Specirnen#l: 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 10l/I.S,2-97, Voluntary Specificationsfor Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors, Test Specimen Description: Series/Model: 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 130 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 Overall Siz'e: 3' 8" wide by 6" 5" high Top Sash Size: 3' 3-13/16" wide by 3' 0-1/8" high Bottom Sash Size: 3' 4-13/16" wide by 3' 1-1/8" 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' 7-3/4" 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 3 of8 Test Specimen Description: (Continued) Sash Construction: The PVC 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: Descriotion Quantity Location Metal carn lock and keeper 2 Interior meeting rail, one 8-112" 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 Quantity 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 1-114" 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: Description 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 fm 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 comer. The unit was secured to the buck using four #8 x 2-112" long screws, one at the top and bottom of each jamb. 05-30388.01 Page5of8 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 cfinlft2 0.3 cfinlfl? max, Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAMA/NWWDA 101lIS. 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 Unifonn 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) Too Sash In operating direction at 70 Ibs Top Rail 0,100"/20% 0,500"/100% Meeting Rail 0.100"/20% 0.500"/100% In remaining direction at 50 Ibs Left Stile 0.060"/12% 0.500"/100% Right Stile 0,060"/12% 0.500"/100% Bottom Sash In operating direction at 70 Ibs Bottom Rail 0.125"/25% 0.500"/100% Meeting Rail 0.100"/20% 0.500"/100% In remaining direction at 50 lbs Left Stile 0,060"/12% 0.500"/100% Right Stile 0.060"/12% 0.500"/100% 05-30388.01 Page 60f8 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 A7 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 101/18.2-97 requirement for this product designation, The data is recorded in this report for information only. 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 A.A.MAINwwDA 101//8.2-97 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 70f8 Test Results: (Continued) Paragraph Title of Test - Test Method Results Test Specimen #3: H-LC45* 44 x 60 Allowed 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 1011/8.2-97 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 AAMAINWWDA 101//8.2-97 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 Ootional 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 AAMAINWWDA 101//8.2-97 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" 0.127" 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: -;R~~ Digitally signed by Lynn George Lynn George Project Manager LG:n1b 05-30388.01