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HomeMy WebLinkAbout04-3613 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL 3613 Permit Number: 3613 Issued: 11/19/2004 Permit Type: GENERAL BUILDING PERMIT Class of Work: 434-ADD/AL T RESIDENTIAL Proposed Use: SINGLE FAMILY RESIDENTIAL Sq. Feet: Est. Value: Cost: 6,499.00 Total Fees: 97.50 Amount Paid: 97.50 Date Paid: 11/19/200 Address: 4912 19TH ST ZEPHYRHILLS, FL. Township: Range: Lot(s): Block: Section: Book: Page: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: Name: THE HOME DEPOT AT HOME SERVICES Addr: 207 KELSEY LANE, SUITE G TAMPA, FL 3619 Phone: 186 640-2537 Lie: Work Desc: REPLACING 11 WINDOWS Name: BETTY KENNEDY Address: 4912 19TH ST ZEPHYRHILLS, FL. 33542 Phone: F R U DUCTS INSTALLED PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATED LINTEL PRE-METER WATER SHEATHING FRAME MISC SEWER MISC INSULATION WALL MISC MISC. MISC. INSULATION CEILING MISC. MISC. MISC. DRIVEWAY MISC. MISC. REINSPECTlON 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. CONT CTORS SIGNATU CALLFO PERM~ INSPEcrJON - 8 HOUR NOnCE REQUIRED -- PROTECT CARD FROM WEATHER ****************************************************************** PLUMBER COMPANY SIGNATURE STATE CERT OR REGIST # ****************************************************************** MECHANICAL COMPANY SIGNATURE STATE CERT OR REGIST # ***************************************************************** OTHER COMPANY SIGNATURE STATE CERT OR REGIST # Before me this _ day of by , 2CL- (name of person acknowledged) Dwho is personally known to me, or Dwho has produced (type and whoD did 0 did not of identification) take an oath. Signature of person taking acknowledgement Name typed, printed or stamped , L.V~ (name of person acknowle ed) [1ho is personally known to me, or ~~ who has produced r,( PJ.. k tier 07tr 91-,7760 ( ype of identification) and ho Ddid (Z6. not, k(-~:J; " Signa~ure of person taking acknowledgment Name ,~.~e~CdMM~~~~~~H~W"ed " .~ Februory2~..~"~~~ur, ,> Florida Building Code Online 5rTE NA\IlGATION 11 II II. .': dr.'1I . II -.~. Eii Page 1 of 4 Product View User: Public User - Not Associated with"Organization- Application #: Date Submitted: Product Manufacturer: Address/Phone/email: Need Help '1 FLl43 09/19/2003 Simonton Windows 1 Cochrane Ave Pennsboro, WV 26415 Technical Representative: Technical Representative Address/Phone/email: Chuck Anderson 1 Cochran Ave. Pennsboro, WV 26415 (800) 746-6687 chuck _ anderson@simonton,com Quality Assurance Representative: Quality Assurance Representative Address/Phone/email: AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847) 303-5664 webmaster@aamanet.org Category: Windows Subcategory: Double Hung Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Code: Sectiog Stand!!rll Yeal: 101/I.S.2 1997 Certification Agency: American Architectural Manufacturers Association Quality Assurance Entity: Validation Entity: Date Validated: 09/19/2003 Authorized Si~nllture: \ Chuck Anderson http://www.floridabuilding.orglpr/pr_ det1.asp?IPT= 143&fm=ROSrch 1/19/2004 AI , II....... It I I f.lorida Building Code Online Page 2 of4 Chuck_ Anderson@simonton.com Performance level of the product and condjtions or limitations of use: ... 07-0740 X 64 H-R50 07-70 36 X 60 H-R50 07-7052 X 71 H-R50 07-7047 X 71 H-RSO 07-75 48 X 80 H-R35 07-75 53 X 74 H-R30 07-8056 X 80 H-LC25 07-8048 X 80 H-R25 07-8048 X 80 H- R30 40-1736 X 60 H-R45 40-17 44.25 X 60 H-R35 40-17 36 X 74 H-R50 40-1748 X 80 H-R3040- 1744 X 60 H-R3040-17 52 X 71 H-R35 40-17 89 X 60 H-R30 40- 1796 X 80 H-R25 40-17 72 X 74 H-R45 40-1744 X 60 H-R45 40- 1772 X 60 H-R35 75-75 48 X 80 H-R25 75-75 48 X 96 H-R25 75- 75 36 X 74 H-R50 75-75 36 X 72 H-LA55 75-75 52 X 71 H-LC35 75-75 56 X 84 H-LC25 75-75 36 X 60 H-RSO SP 52 X 50 H-R50 SP 37 X 76 H-R65 Evaluationffest Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Method 1 Option A Application Status: Approved Page:C ~ . P~j'I;~JKTl Pagel/2 ~~ Product Model # or Name Model Description Reflections 5500; Prism Platinum; Private Label Premiere; Sears 9300 - Vinyl - Size: 07-07 40 X 64; Reinforcement: Aluminum ~eeting Rails or Stiles; Rating: H-R50; 3/32" Glass lReflections 5500; Prism Platinum; Private 07-70 Label Premiere; Sears 9300 - Vinyl - Size: 47 X 71; Reinforcement: Aluminum all ~ails; Rating: H-RSO; 118" Glass Reflections 5500; Prism Platinum; Private 07-70 Label Premiere; Sears 9300 - Vinyl - Size: 36 X 60; Rating: H-R50; 3/32" Glass Reflections 5500; Prism Platinum; Private 07-70 Label Premiere; Sears 9300 - Vinyl- Size: 52 X 71; Reinforcement: .036 Steel all Rails & Stiles; Rating: H-R50; 118" Glass Renovations 6500 - Vinyl - Size: 53 X 74; 07-75 Reinforcement: Aluminum Meeting Rails or Stiles; Rating: H-R30; 118" Glass Renovations 6500 - Vinyl- Size: 48 X 80; 07-75 Reinforcement: Aluminum Meeting Rails or Stiles; Rating: H-R35; 118" Glass http://www.floridabuilding.orglpr/pr_ detl.asp?IPT= 143&fm=ROSrch 1/19/2004 Ai ,Florida' Building Code Online Page 3 of 4 7-80 etlections 5100; Prism Gold; Sears 3000 _ inyl-,Size: 48 X 80; Reinforcement: lumimun Meeting Rails or Stiles; Rating: H-R30; 118" Glass etlections 5100; Prism Gold; Sears 3000 _ inyl - Size: 56 X 80; Reinforcement: luminum Meeting Rails or Stiles; Rating: -LC25; 3/32" Glass Retlections 5100; Prism Gold; Sears 3000 _ Vinyl - Size: 48 X 80; Rating: H-R25; 3/32" lass Luminess 4500 Reflections 5050; Prism ronze; Basic Private Label; Simonton Impressions; Renovations 6100; ProFinish ontractor; Luminess 700 - Vinyl- Size: 89 60; Reinforcement: Aluminum Meetin R Luminess 4500 Reflections 5050; Prism ronze; Basic Private Label; Simonton Impressions; Renovations 6100; ProFinish ontractor; Luminess 700 - Vinyl- Size: 44 60' Ratin : H-R30' 3/32" Glass Luminess 4500 Reflections 5050; Prism Bronze; Basic Private Label; Simonton press ions; Renovations 6100; ProFinish Contractor; Luminess 700 - Vinyl - Size: 96 80; Reinforcement: Aluminum All Rai Luminess 4500 Reflections 5050; Prism Bronze; Basic Private Label; Simonton Impressions; Renovations 6100; ProFimsh ontractor; Luminess 700 - Vinyl - Size: 52 71; Reinforcement: .036 Steel all Ra Luminess 4500 Reflections 5050; Prism ronze; Basic Private Label; Simonton Impressions; Renovations 6100; ProFinish ontractor; Luminess 700 - Vinyl - Size: 44 60; Reinforcement: Aluminum All Rail uminess 4500 Reflections 5050; Prism ronze; Basic Private Label; Simonton Impressions; Renovations 6100; ProFinish Contractor; Luminess 700 - Vinyl - Size: 72 60; Ratin : H-R35' 3/32" Glass Luminess 4500 Reflections 5050; Prism ronze; Basic Private Label; Simonton Impressions; Renovations 6100; ProFinish ontractor; Luminess 700 - Vinyl - Size: 4.25 X 60; Reinforcement: Aluminum eetin Luminess 4500 Reflections 5050; Prism Bronze; Basic Private Label; Simonton mpressions; Renovations 6100; ProFinish ontractor; Luminess 700 - Vinyl - Size: 48 80; Reinforcement: Aluminum All Rail Luminess 4500 Reflections 5050; Prism ronze; Basic Private Label; Simonton Impressions; Renovlltions 6100; ProFinish ontractor; ProFinish Master; Luminess 700; Luminess 800 - Vinyl - Size: 36 X 74; 07-80 0-17 0-17 0-17 0-17 Lliminess 4500 Reflections 5050; Prism http://www.floridabuilding.org/pr/pr_ detl.asp?IPT= 143&fm=ROSrch 1/19/2004 AI Florida Building Code Online Page 4 of4 ronze; Basic Private Label; Simonton Impressions; Renovations 6100; ProFinish ontractQ!; Luminess 700 - Vinyl - Size: 36 60; Ratin : H-R45' 3/32" Glass Luminess 4500 Reflections 5050; Prism ronze; Basic Private Label; Simonton pressions; Renovations 6 I 00; ProFinish ontractor; Luminess 700 - Vinyl- Size: 72 74; Reinforcement: Aluminum All Rai >N~J:C.t <j,il 0-17 <&PY!ighUnd Qig:k!imer..: ~2000 The State of Florida. All rights reserved. '~~ http://www.f1oridabuilding.orglpr/pr_ detI.asp?IPT= 143&fm=ROSrch 1/19/2004 II .1;'- ~ a ~ :; ~ (1 " " .. r;- ~ Q1 - ~ ~ g' g :r. S' ~ i1 0- :5 .... ~ ~ .~ t>' ~ :1 ~ ;;. e 5 ~ ~ :t-o ~ .. 11 g t: g. 0.. '" 11' S ~ D .. e- <T ... ~. '" 5' " .. 3 " & S' ::. I 3' ... :r c: " OJ ~ ,.. :-< I ~ ~~ !l Ii' l ~ " ~ ~ it " Q ~. ~ r- r- ~'. :t: r.., :?i o ~ 1 [.1. ~ l s ~ if 0 ~ ; g ~ .. .. Q, - :l - 1( f !. .. .. ~ ~ ~ ~ S' '. ~ ... Q :... . ..... '. :'-' .". ~'. ,_I ~ . ....::...~. rJl !'J o . . . . ,:...~:!'<..: ~ . .' .' ~: . .' <t'. ...~.. A 3::: K W6- N ~ :-- .. [. " n. c 5' ". .. ~ ii 'b ~ ~ o' .. " .. ". c: ~ II '" ~ rr " .. ;;: tr lI- 1!. ~ " ;: !>..';) J :: ! ~ f1 '" ~ 1 :: n. iit. ;;:- ~ " ~ ~ ~ ~ '" .ii. s. ~ 3 a ~ .!( -...1 .. ~ ~ " i! ,. '" .. S' [ Q ~ 6- n a "" " ..... ~ ~ ~. 3' .., ~. t: _ ..- 3 Q ... ,.. " ~ ?' " :;: .. " !!. ~ ~ l: r... it g Q e- ~ ~ ~ ...... 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ANCHORING CROSS SEcfi'oiJ~ 't;~""',.~'~"l."~ "::""_'" "".' ... \112'",-:'~ ~"l ...~.j;-ii~:;;;:.. ", FOR' I X BUCK TO MASONf?Y' ... . Lyndon r,.. ""c"mldl SINGLE OR DOUalE" HUNG ftorlr:lll P. E. No: 13109 19506 Frl!nch lo"" Orl". VINYL WINDOW lull. FL JJ558 ~-----.- .~.-.__.-..._---. ..-......~~.. .....~~-...,...~. ,...... ..' :" .... .' . ~ ,'. ~ ~ l;l ~ if :!l ~ ,a. s: g. ~ :0 ~ ~ 0 :u 1> ~ ;: ~ ;1l.s ~ b f'1 ... ~ "tJ II ~ ~~~ C :u S' Z ~ ~ ~ i ~it~r l?~ tA ~ lC' ~ 2: II "tJ ~ lq Co . g J!!I Sl )(1)( ... -.:1 II n Q 1o:r::J:r 0: - Q :; )(10 " if::> ca. -. .." D ~ ~ 5' ::J 1:7!}-...... lit 0 ~ ~. G' ., !4 ~ .. 01\ '-.... a ~ ::;I D3 ..... . .. o a- . . "'b ~ l4 ~ 5!. ~ " - .. [~ :J! :: ~ n S' ~ l: .. - :;....2 II '" ca. :r~:t II IQ t7' li:r~ ~ q r, '0 ~ ~ ~ ....:...~ . ...:...... . .,......... :. .:.:.. :'.25- MIN. \., .. -:'. . I . '----.t. ~ ~.. ""~ ~~ ~ t-. ~~ r) ~ IJ\ ~ c- . !; ;<!: ~ .. .. .:~~ (. . '. . ':"., ". h. ~~ : : ~ ~ ~.. .. ~~ ~ ~of ~~ ~ SImonlon WIndows One Cochrane Avenue Pennsboro. Wv 26415 PH. 800.426.2249 .1 I, ~ ~' ~. ~ ~ ~ ~ :J ... 'il .{3 \{! 3 o :J T Q .r ~ if' . ac s: ::t >q · 0 " t:J g a- ft e: ;, \Q ~ i ~ l} , '. ,. '" ;.., '^ . T b/DO ./JI/ .. ~ AAlvIAfNWWDA 101/1.8.2-97 TE8TREPORT8~ThLARY Rendered to: SThIONTON WINDO\VS SERIES/lVIODEL: 40-17 TYPE: PVC Double Hung "Window (with A9 Reinforcement and Solid Cavity Plugs) Results H-R30 48 x 80 . 30 sf 23 lb max. 0.13 cM 4.5 sf 45.0 sf Passed Passed Reference should be made to Report No. 05-30233.01 for complete test specimen description and data. . For ARCillTECTURAL TESTING, INC. i?~~ Lynn George, Project Manager LG:tjp " I . ~ Architectural Te~tfng AAl\tWNWWDA 10I/1.S.2-97 TEST REPORT Rendered to':- STh10NTON WINDOWS One Cochrane Avenue Pennsboro, West Virginia 26415 Report No: 05-30233.01 Test Date: 06/07/01 Report Date: 06/19/01 Expiration Date: 06/07/05 Project Summary:. Architectural Testing, Inc. (ATl) was contracted by Simonton. Windows to witness performance ~ests on ~ Seriesl1vfodel 40-17, pve double hung window at their facility in Pennsboro, West Virginia. The sample tested successfully met the performance requirements for an H-R30 48 x 80 rating. Test specimen desc~ption and results are reported herein. Test Specification: The test specimen was evaluat~d in accordance with AAMAlNWWDA 101/I.S.2-97, Voluntary Speci)icationsfor Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series&tlodel: 40-17 ' Type: pve Double Hung Window (with A9 reinforcement and solid cavity plugs) Overall Size: 4' 0" wide by 6' 8" high Top Sash Size: 3' 8-314" wide by 3' 2-13/16" high Bottom Sa.sh Size: 3' 9-13/16" wide by 3' 3-7/8" high Screen Size: 3' 9-1116" wide by 3' 4-118" high Finish: All vinyl was white. 130 Derry Court York, PA 17402-9405 phone: 717.764.nOO fax: 717.764.4129. www.testatl.com I . ~ 05-30233.01 Page 2 ofS Test Specimen Description: (Continued) Glazing Details: The sash were exterior glazed. with 3/4" thick, sealed insulating glass fabricated from two sheets of 3/32" thick, a.mreafed glass and a steel space{ system using double-sided adhesive tape and dual durometer snap-in vinyl glazing beads. Weatherstripping: Description Quantity Location 0.18.7" backed by 0.260" high pile with center fin 1 Row Head, sill and lock rail 0.187" backed by 0.280" high pile with center fIn 1 Row Top rail 0.187" backed by 0.280" high pile with center fin 1 2 Rows Sash stiles 0.187" backed by 0.460" high pile with center fIn 1 Row . Exterior meeting rail 0.500" diameter, offset vinyl jacket/hollow foam-fIlled bulb 1 Row Bottom rail 0.187" backed by 0.300" high vinyl jacket/foam-filled bulb 1 Row Bottom rail Frame Construction: The PVC frame was constructed using mitered and welded comer construction. Sash Construction: The PVC sash were assembled utilizing mitered and welded comer construction. Screen Construction: The screen was constructed with roll-formed aluminum. The comers were square cut and secured using plastic comer keys. The fiberglass mesh screen cloth was. held-in-place with a flexible vinyl spline. - I . ~ 05-30233.01 Page 3 of5 Test Specimen Description: (Continued) Hardware: Description Quantity Location Nylon carn lock and keeper 2 Lock rail, 8" in from each end with adjacent keepers on the exterior wall Plastic tilt latch 4 Top comers of each sash Metal pivot bar 4 Bottom comers of each sash Constant force balance 4 One per jamb, two coils per balance Sash stop 4 Top and bottom of each jamb Drainage: Description , . Quantitv Location 1/2" wide by 1/8" high weepslot with foam baffle' 2 Exterior face of sill, one 5-1/8" in from each end Solid cavity plug 2 One per j amb track at the sill 1 If wide by 3/16" high weeps lot 2 Sill intermediate leg 1/8 diameter hole 4 Bottom rail and exterior interlock rail, one 3/4" from each end 1/2" wide by leg height weepnotch 2 One at each end of the sill screen track Reinforcement: The lock rail, bottom rail and bottom ~ash stiles contained a custom shaped, extruded aluminum reinforcement measuring 0.835" x 1.067" x 0.080" (Drawing No. 58163). The exterior interlock rail and the top sash rail contained a custom shaped, extruded aluminum reinforcement measuring 0.902" x 0.567" x 0.060" (Drawing No. 18164). The top sash stiles contained a custom shaped, extruded aluminum reinforcement measuring 0.902" x 0.469" x 0.060" (Drawing No. 18165 - Simonton Code A9). Installation: The unit was installed in a 2" x 10" wood buck constructed of Spruce-Pine-Fir construction lumber. The unit was secmed to the buck through the nailfug fin using #8 x 1-1/4" drywall screws spaced approximately 4-1/4" O.c. and sealed with a silicone sealant. .\ --.---:~_.._- .-:--..--.-......-.('-. --. ---_.....-_........~ .-.-.----.""-..' I :. ~ 05-30233.01 Page 4 of 5 Test Results: The results are tabulated as follows: Paralrraph Title of Test - Test Method Results Allowed 2.2.1.6~ 1 Operating Foree . Top Sash Opening Closing . Bottom Sash Opening Closing 18 Ibs 20 Ibs 30 lbs max. 30 Ibs max. 23 Ibs 10lbs 30 Ibs max. 30 Ibs max. 2.1.2 Air Infiltration per ASTM E 283 (See NQte #1) @ 1.57 psf (25 mph) 0.13 cfm/rt2 c 0.3 cfm/tf ma.'(. . Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAJIA/NWWDA 101/1S. 2-97 for air infiltration 2.1.3 'fI ater Resistance per ASTM E 547 ': (vvith and without screen) WTP = 2.86 psf No leakage No leakage 2.1.4.2 Uniform Load Structural per ASTIvl E"330 (Measurements reported were taken on the fIxed meeting rail) @ 22.5 psf(exterior) 0.046" , 0.179" max. @ 22.5 psf(interior) 0.021" 0.179" ma.x. 2.2.1.6.2 Deglazing Test per ASTM E 987 Too Sash In operating direction at 70 lbs Lift Rail 0.125"/25% 0.500"/100% Meeting Rail 0.060"/12% . 0.500"/100% In remaining direction at 50 1bs Left Stile 0.125"/25% 0.500"/100% Right Stile 0.125"/25% 0.500"/100% Bottom Sash In operating direction at 70 lbs Lift Rail 0.060"/12% 0.500"/100% Meeting Rail 0.060"/12% 0.500"/100% In remaining direction at ~O lbs Left Stile 0.060"/12% 0.500"/100% Right Stile 0.060"/12% 0.500"/100% .. ----- I . ~ 05-30233.01 -. Page 5 of5 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed 2.1.7 Welded Comer Test Meets as stated Meets as stated 2.1.8 Forced Entry Resistance per AAlvfA 1302.5-76 Test A No entry Test B No entry Test C No entry Test D No entry Test E No entry Test F No entry Test G No entry No entry No entry No entry No entry No entry. No entry No entry Optional Performance 4.3 Water Resistance per ASTM E 547 (with and without screen) .WTP = 4.5 psf No leakage , No leakage 4A.2 Uniform Load Structural per ASTM E 330 (Nleasurements reported were taken on the fixed meeting rail) @ 45.0 psf(exteriqr) 0.118" 0.1.79" max. @ 45.0psf (interior) 0.055" 0.179" 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 iridicate compliance witp.' 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. For ARCHITECTURAL TESTING, INC: -;R~~ 4.~ Lynn George Project Manager cott A. Warner Executive Vice President LG:tjp 05-30233.01 Florida Building Code Online 5tTE NA\IlGArION B1 r"''',..,'7:..... II ~...... '" :':::.::.......'....,< . .~Prod~t'i @.. . ...A,:.~~JN!.. ".," ~ '.: ,. '.' '" . 1 Page 1 of4 r ,~- 'r "" ",r ~ Overview PrO(Juct SearCh OrgarH:ation Product View Search Application t\llachments JI I I . User: Public User - Not Associated with Organization- Application #: Date Submitted: Product Manufacturer: Address/Phone/email: Need Help '! FL203 09/22/2003 Simonton Windows 1 Cochrane Ave Pennsboro, WV 26415 Technical Representative: Technical Representative Address/Phone/email: Chuck Anderson 1 Cochran Ave. Pennsboro, WV 26415 (800) 746-6687 chuck _ anderson@simonton.com Quality Assurance Representative: Quality Assurance Representative Address/Phone/email: AAMA 1827 Walden Office Square Suite 550 . Schaumburg,IL 60173 (847) 303-5664 webmaster@aamanet.org Category: Windows Subcategory: Horizontal Slider Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Code: Section Standard Year 101/1.S. 2 1997 Certification Agency: American Architectural Manufacturers Association Quality Assurance Entity: , Validation Entity: Date Validated: 09/22/2003 Authorized Signature: \ Chuck Anderson http://www . floridabuilding.org/pr/pr _ detI.asp ?IPT=203&fin=ROSrch 1/8/2004 Florida Building Code Online Page 2 of4 Chuck _ Anderson@simonton.com '; Performance level of the product and conditions or u.. 07-70136 X 60 HS-RJO 07-7073 limitations of use: X 51 HS-R45 07-7073 X 51 HS- RSO 07-70105 X 51 HS-R5007- 7578 X 62 HS-R40 07-75 110 X 62 HS-R40 40-06 96 X 60 HS- R30 40-06 72 X 48 HS-R35 40- 06 72 X 72 HS-R20 40-06 84 X 72 HS-R20 40-06108 X 60 HS- R20 40-06 72 X 60 HS-R30 40- 1772 X 60 HS-R30 40-1772 X 48 HS-R40 40-17 72 X 72 HS- R20 40-40 72 X 36 HS-R40 40- 40 78 X 60 HS-R.25 40-40 72 X 54 HS-RJO 40-40 69 X 65 HS- R25 411-411 54 X 73 HS-C45 411-411 75 X 73 HS-C55 411- 41153 X 51 D-HS-C60 411-411 74 X 63 D-HS-C60 411-411 157 X 64 D-HS-C60 435-435 74 X 63 HS-LC45 435-435 75 X 73 HS- LC25 435-435 75 X 73 HS-LC30 435-435 53 X 38 HS-C45 435- 43553 X 63 HS-C45 435-435 74 X 63 HS-C45 435-436 III X 50.63 HS-LC45 435-436 III X 63 HS-LC35 435-436 III X 51 HS-LC45 435-436 III X 63 HS- LC35 437-43774 X 63 HS-LC45 437-437 III X 50.63 HS-LC45 437-437 111 X 51 HS-LC45 437- 437 III X 63 HS-LC35 437-437 53.13 X 63 HS-LC4 437-437 75 X 73 liS-LC25 437-437 75 X 73 HS-LC35 437-43754 X 39 HS- C45 437-437 54 X 64 HS-LC45 437-43775 X 64 HS-C45 437- 438 III X 63 HS-LC35 75-75 100 X 48 HS-R45 75-75 136 X 60 HS-R25 75-75 78 X 60 HS- R25 75-7578 X 72 HS-R20 75- 7596 X 65 HS-R20 75-7560 X 48 HS-RS5 75-7572 X 48 HS- R45 75-7572 X 60 HS-R20 Evaluation!Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Method 1 Option A Application Status: Approved , Page:r .~ Page 1/3:; I >/' Prpduct Model # or Name Model Descri tion http://www . floridabuilding.orglpr/pr_ detl.asp ?IPT=203&fin=ROSrch 1/8/2004 Florida Building Code Online Page 3 of 4 Reflections 5500; Prism Platinum; Private Label Premiere; Sears 9300 - Vinyl - End 07-70 Vent - Size: 136 X 60; Reinforcement: .036 Steel Meeting Rails or Stiles; Rating: HS- R30; 3/16" Glass Reflections 5500; Prism Platinum; Private Label Premiere; Sears 9300 - Vinyl - 2 Lite 07-70 - Size: 73 X 51; Reinforcement: Aluminum Meeting Rails or Stiles; Rating: HS-R45; 118" Glass Reflections 5500; Prism Platinum; Private Label Premiere; Sears 9300 - Vinyl End 07 - 70 Vent - Size: 105 X 51; Reinforcement: .036 Steel Lock Rail Only; Rating: HS-R50; 118" Glass Reflections 5500; Prism Platinum; Private Label Premiere; Sears 9300 - Vinyl - 2 Lite 07-70 - Size: 73 X 51; Reinforcement: .036 Steel Meeting Rails or Stiles; Rating: HS-R50; 118" Glass Renovations 6500 - Vinyl- EndVent - Size: 07-75 110 X 62; Reinforcement: .060 Meeting Rails or Stiles; Rating: HS-R40; 1/8'~ Glass Renovations 6500 - Vinyl- Size: 78 X 62; 07-75 Reinforcement: .060 Steel Meeting Rails or Stiles; Rating: HS-R40, 1/8" Glass ProFinish Builder; ProFinish Contractor; Luminess 500; Luminess 700; Renovation 140-06 6060 - Vinyl- End Vent - Size: 108 X 60; Reinforcement: Aluminum Rails or Stiles; Rating: HS-RlO; 3/32" Glass ProFinish Builder; ProFinish Contractor; 40-06 Luminess 500; Luminess 700; Renovation 6060 - Vinyl - 2 Lite - Size: 72 X 60; Reinforcement: Aluminum Meeting Rails or Stiles; Rating: HS-R30; 1/8" Glass ProFinish Builder; ProFinish Contractor; Luminess 500; Luminess 700; Renovation 40-06 6060 - Vinyl - 2 Lite -Size 72 X 72; Reinforcement: Aluminum Meeting Rails or Stiles; Rating: HS-RlO: 1/8" Glass ProFinish Builder; ProFinish Contractor; Luminess 500; Luminess 700; Renovation 40-06 6060 - Vinyl- End Vent - Size: 96 X 60; Reinforcement: Aluminum Rails or Stiles: Rating: HS-R30' 1/8" Glass IProFinish Builder; ProF in ish Contractor; Luminess 500; Luminess 700; Renovation 40-06 6060 - Vinyl - 2 Lite - Size: 72 X 48; Reinforcement: Aluminum Meeting Rails or Stiles; HS-R35: 1/8" Glass ProFinish Builder; ProFinish Contractor; 40-06 Luminess 500; Luminess 700; Renovation 6060 - Vinyl- End Vent - Size: 84 X 72; Reinforcement: Aluminum Meeting Rails or Stiles' RatiDlz: HS-RlO: 1/8" Glass 140-17 ProFinish Contractor; Luminess 700- Vinyl Size: 72 X 60; Reinforcement: .036 Steel -, Meeting Rails or Stiles; Rating: HS-R30; ; t, \ '. http://www . floridabuilding.orglpr/pr _ detl.asp ?lPT=203&fm=ROSrch 1/812004 Florida Building Code Online Page 4 of 4 118" Glass IProFinish Contractor; Luminess 700 - Vinyl ~0-1 7 - Size: 72 X 48; Reinforcement: .036 Steel Meeting Rails or Stiles; Rating: HS-R40; 118M Glass ProFinish Contractor; Luminess 700- Vinyl 40-17 - Size 72 X 72; Reinforcement: .036 Steel Meeting Rails or Stiles; Rating: HS-R20; 118" Glass Luminess 4500; Reflections 5300; Prism Ultra Gold; Private Label Standard; Private ~0-40 Label 7300; Impressions 9400; Renovations 6100 - Vinyl- Size: 72 X 54; Reinforcement: Aluminum Meeting Rails or Stil Luminess 4500; Reflections 5300; Prism Ultra Gold; Private Label Standard; Private 140-40 Label 7300; Impressions 9400; Renovations 6100 - Vinyl- Size: 69 X 65; Reinforcement: Aluminum Meeting Rails or StH Luminess 4500; Reflections 5300; Prism Ultra Gold; Private Label Standard; Private ~0-40 Label 7300; Impressions 9400; Renovations 6100 - Vinyl- Size: 72 X 36; Reinforcement: Aluminum Meeting Rails or Sti Luminess 4500; Reflections 5300; Prism Ultra Gold; Private Label Standard; Private 40-40 Label 7300; Impressions 9400; Renovations 6100 - Vinyl- Size: 78 X 60; Reinforcement: Aluminum Meeting Rails or Sti Litehouse 411; Litehouse 412 - Metro Dade ~11-41l Approved; Metro Dade Protocol P A202 1994); Must be used with contractor supplied shutters in Metro Dade; Aluminum - Size: 74 X 63; Rating: HS-C60; 3/16" Gla . .Next .1 Q9~YIight and Disclaimer.; @2000 The State of Florida. All rights reserved. '~- ':f'~._' "\~!.:>;<.r':i1!!,"')F, -'nlJ1t.:l,~l':;"'.!1~m;"'<'\\'Ji'!-l!lIIl!'if;, http://www . floridabuilding.orglpr/pr _ det1.asp ?IPT=203 &fm=ROSrch 1/812004 GfTll'9l"'OOg '/-Id ~ I t>9l 11M 'OJoqslJuwd anulMV ;JUOJll:Jo:J 9UO ~MOpUIM 'uo/uow/S .', .... . ',;-. . :! ....... ':. ;... . 0" .. 1.-:., . \ ': .. rrl ~ ?i ,. , '" :! . . -00 :. ,.:.....~. " ~ 1i t.J ~ t) l> '~5 . is ~~ ~\.o' ..f: . .... . ", ~. L O. . . 'Oltl 'Hln sn ~f:'~~~ ~ .' ~ , o IJ ~ It1 ll: .',0 ,"> ~ ; ~ s .. OJ , ~ in to I ~ .. . 0 ,., '. r-... 'I.; 0 .s :J: t D. 0 :J C .. 0 Ii. E ~ in ~ L'; 0 0... .. ~_ ~ Jl ~ :: ~ ~ ~~t:.: g, ... R.<2 .. 01 .. iJ O!; .S Q: :> "0 .. ~ It. II: .. loJ If1 'J ~ 0... ~ 01 I.o~ ~ 5 ,g ~ ':: cl: i ~ ~~ :3. l'l ~ .~ 'f ~ '- 0 l1.QIJo ~ ~ o ~ ->-,.r:: "> .ou.~ ~ e-<: '2:Ss '1<:11: OJ "'_ !oJ C .. :;;.~~ Q S ~ ~ ~.' o 0 c .. t ~., .u"ll:~ Er=...o .1; ~ d ~ pi "'0 .\:1 . 'tj . ~"5 ~ . ] ~ a ~ b '-. ] ~ ~~. Q E'~ ~ t:Li1~ ~-;; o t or. 0 U .., ~ ~ ~. MOONIM ,l)"N/A aNIons lV1NOillJOH - . . )"llNOSVrt 01 x::ma x I HOd . . SNOIlJ]S S~OlJ:J DNIHOH:JNV ~ .. L> ~t'i '0 ~~ "'\.01 ."~ ... .:') 3 ~ -I ~~ ~6: Q ~ "I~'~~ . /ljG~lj I~lj/OQ .;] :t':l: 6~~~ !!l~g~. $ 11.- U,,"O l '0"3 'NI" St'l ;JI 4 ~~ ~ i I I - i .I=t~g [ .~ ., ; -I . -10 . .., '1- !. 1 . "0'. .. "$- -v . ... ...: " .. ~~':.'.' ...:: '\ ,,;. . ", ~: .', . . .. -.' o. ::" ,.;. Ii o! i i ,. i I j . 1 :<l ~ . D o :S .!:! S ca ~ ~ J: .. 1: ~ ~ ! ~ ti J: e ~ .. li ~ J. ~ Ii .. , R e :s o " ~ 0 'lJ".~ ~ x.. ~~J: ~...2 o .Ii ~ .. ~ 1J - c: .,. t.) u r':i ~ ~. g '0 'C " .. _ .~ lj ~ S i ~ o ~ U It:" .. """'~l> .5 ~... . u '" ,:;: 'tI b, Ii go r j .~ .t70 5 "" ," ,S ] e :; ~ f e~#i -!]" L '>< ~ e ... :: iH u :J, ~ .. Iv ..g '"0 .~ 11 1: ~ I ~ '€ -1!l ~ ~. 1 .. .!:Z ,C . ~ &.~ s ~ ~ ~~I~ jR'J i fi !,;; .~ i ~ ,gi: e.. a.. ~ t ~ ~ ~ ~ e .P"s"s ." ~ '" '- 'tI '" ~5ii~:i~ t-i .. b> C ~ -g In U \. '0 "''''' ~~ :! 11 .f .~ ~ ~ 1 I ./ :1 :j :1 .1 I 'I I '1 II '. -I ;1 ~ I :, 'I d " I -, '.1 .1. ~I ..go ~ 'I I I I , I I I I I I /.., I .~. ! I: : I f ,'I' I '. I .,'. i :j ~ g ~ :~ . , I ~"~ ; I , ~ .. . ..' ..... ;.': .w": ow.:. ...' ~:..:''',:~ ~..'.;. ~.."'\'. ::"'-,' w . i.. .~. .~: '~:. .~.: :.: ::::....~.: .:: :~:.:L. :.: :::>.: .~J '>::.': . ..... ...... '. . ;t. . ......., ", , , ~t J , I ~HOUH ''MBIIa 'X'm . II; .1 I. , ,,-. ' , I. I: .................,.- ---.-_-- . - Florida Building Code Online Page 1 of3 Referenced Standards from the Florida Blilding Section Standard Year Code: AAMA/NWWDA 101II.S.2 1997 Certification Agency: American Architectural . - -- .'-- - -'- - --.-.---..- ...----.-..-.-.-----.-~.--..---.-----~.....--.---.-T-.--.~ _.M.auu.factun:rs.Ass.ociation..-__.___-....___..__....____ Quality Assurance Entity: ! i I am: NAV4GATION PBODU~T APPROVAL Product Type Detail II f" "'f" "1'" "'If" ""I"'''' . Overview Product Search Organization Product View '. .. ..... .. ... Search. .... ...Application .. Attachment~ .........'i.d'^"dd.. '" .d' ,,~ . ;lh,\i"'~,f;\i";;j('it;j;;;W,,}wA~~~iL~'iW;"'WiiZt_J$~~'!fJ1\~~4\:'i.~a;~.:fu.iI.W~~~~=~..~ . User: Public User - Not Associated with Organization - . . Need Help '? Application #: Date Submitted: Product Manufacturer: Address/Phone/email: FLl07 09/12/2003 Simonton Windows 1 Cochrane Ave Pennsboro, WV 26415 Teclmical Representative: Teclmical Representative Address/Phone/email: Chuck Anderson 1 Cochran Ave. Pennsboro, WV 26415 (800) 746-6687 chuck _ anderson@simonton,com Quality Assurance Representative: Quality Assurance Representative Address/Phone/ email: AAMA 1827 Walden Office Square Suite 550 . Schaumburg, IL 60173 (847) 303-5664 webmaster@aamanet.org Category: Windows Subcategory: Casement Evaluation Method: Certification Mark or Listing Validation Entity: Date Validated: 09/12/2003 Authorized Signature: Chuck Anderson http://www . floridabuilding. org/pr/pr _ detl. asp ?IPT= 107 fm= ROSrch 1/7/2004 Florida Building Code Online Page 2 of3 Chuck_ Anderson@simonton.com Performance level of the product and conditions or 08-0836 X 72 C-R50 08-0836 X 60 limitations of use: . C-R55 OS-OS 100.5 X 60 C-R50 OS-08 36 X SO C-R55 OS-OS 106.5 X 72 C- R45 OS-09 105 X 51 C-R50 SP 30 X 65 C-R50 SP 36 X 50 C-R50 Evaluation/Test Reports Uploaded: Installation Documents Uplo<l;ded: Product Approval Method: Method 1 Option A Application Status: Approved Page: 1m; ;~ql Page 1/1 Product Model # or Name Model Description ProFinish Contractor; ProFinish Master; 08-08 Luminess 700; Luminess SOO - Vinyl - Size: 36 X 60; Rating: C-R55; 3/32" Glass IProFinish Contractor; Luminess 700 - Vinyl OS-08 - Triple Casement T-MuIl- Size: 106.5 X 72; Rating: C-R45; 3/32" Glass ProFinish Contractor; ProFinish Master; OS-OS Luminess 700; Luminess 800 - Vinyl - Size: 36 X 80; Rating: C-R55; 1/8" Glass ProFinish Contractor; ProFinish Master; 08-08 Luminess 700; Luminess SOO - Vinyl - Size: 100.5 X 60; Rating: C-R50; 3/32" Glass ProFinish Contractor; ProFinish Master; 08-0S Luminess 700; Luminess SOO - Vinyl- Size: 36 X 72; Rating: C-R50; 3/32" Glass Private Label 7500; Impressions 9800, Sears 08-09 9300; Renovations 6100; Renovations 6500 - Vinyl Triple Casement ( T-Mulled) - Size: 105 X 51; Rating: C-R50; 3/32" Glass Storm Breaker Plus - Vinyl- Size: 36 X 50; SP iRating: C-R50; 1/8" Glass; lO1/I.S. 2 (1997) and Impact E lSS6 (1997) &amp; E 1995 2002) Storm Breaker Plus - Vinyl- Size: 30 X 65; SP IRating: C-R50; 118" Glass; lO1/I.S. 2 (1997) and Impact E l8S6 (1997) &amp; E 1998 2002) -_..-,-~--"-._...._~~,...-........~-~----....-...-.__......_-----_._---~--._------_.- Copyright and Disclaimer; @2000 The State of Florida. All rights reserved. I;~'- http://www . floridabuilding. org/pr/pr _ detl.asp ?IPT= 107 &fm= ROSrch 1/7/2004 Florida Building Code Online Page 3 of3 ----_.~--,_._-~----.-----"_._.~,_..--._-----,~. -----~--_...-.........--"'----..._......-........-_-........~-,.........,..,,--.~-~-~_.~.----._~."'"""-"------'-"~-------'--'~......._-_.............-._.---------,-~--- http://www.f1oridabuilding.org/pr/pr _ detl.asp?IPT=l 07 &fm=ROSrch 1/7/2004 . ~ A..AMAJN\V"VDA 101/I.S.2-97 TEST REPORT SUiYliylARY Rendered to: SINIONTON \VINDOvVS SERIES&10DEL: 08-08 TYPE: PVC Casement vVindow R~TING: C-R55 36 x 80 Title of Test I . Results Overall Desi!m Pressure 55.0 psf Operating Force N/A Air Infiltration 0.01 cfmJft2 Water Resistance 8.25 psf S fructural Test Pressure 82.5 psf Forced Entrv Resistance Grade 10 Reference should be made to Report No. 05-30166.01 for complete test specimen description and data. For ARCHITECTURAL 1.:ESTING, INC. ~ ~/S~.~ Lynn George, P oject Manager LG:tjp 4\.. .~ Architectural Testing AAMA/NWWDA lOl/I.S.2-97 TEST REPORT Rendered to: SIMONTON WINDOWS One C ochrane Avenue Pennsboro, West Virginia 26415-9403 ReportNo: 05-30166.01 Test Date: 01/16/01 Report Date: 02/08/01 Expiration Date: 01/16/05 Project Summary: Architectural Testing, Inc. (A TI) was contrac~ed by Simonton Windows to witness performance testing on a Series/ivlodel 08-08, Poly Vinyl Chloride (PVC) casement window at the Simonton Windows facility located in Pennsboro, West Virginia. The sample tested successfully met the performance requirements for a C-R55 36 x 80 rating. Test specimen description and results are reported herein. Test Specification: The test specimen was evaluated in accordance with AAivL.vNWWDA. 101/1.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood rVindows and Glass Doors. Test Specimen Description: Series/lVlodel: 08-08 Type: Poly Vinyl CWoride (PVC) Casement Window Overall Size: 3' 0" wi.de by 6' 8" high Sash Size: 2' 10-1/4" wide by 6' 6-1/4" high Glazing Details: The window was exterior glazed using 3/4" thick sealed insulating glass fabricated with two 118" annealed sheets separated by a steel spacer system. . The glass was set against 112" wide glazing tape and secured using snap-fit dual duro meter vinyl glazing beads. ' .' . 130 Derry Court York. PA 17402.9405 phone: 717.764.7700 fax: 717.764.4129 www.testatLcom ~ ~ 05-30166.01 Page 2 of 4 Test Specimen Description: (Continued) Weatherstripping: Description Quantitv Location 1/4" co-extruded flexible vinyl leaf 3/8" co-extruded flexible vinyl hollow bulb 0.187" backed by 0.340" high center fin pile 1 Row Interior perimeter of sash 1 Row Perimeter of sash 1 Row Exterior perimeter of sash Frame Construction: The frame was assembled usmg mitered and welded comer construclion. Sash Construction: The sash was assembled using mitered and welded corner construction. Hardw~lre: Description Ouantitv Location tvlulti-point lock 1. Locking jamb PlaSlic lock keepers 4 Locking stile at 3-5/8", 25-1/2", 47-3/8" and 69-1/4" up from bonom Steel snubber system 2 Hing stile/jamb, 23-1/2" from each end Hinge system 2 Head and sill, one per end Rota-operator 1 Sill, 12" from hinge jamb Drainage: Descriotion Quantity Location 3/16" diameter 2 Each end of the bottom rail glazing pocket (thru two walls) Reinforcement: None. Installation: The window unit was installed into a 2" x 10" wood buck constructed from Spruce-Pine-Fir GonstrUction lumber and secured through the nailing fin with 1-114" dryWall screws spaced approximately 4-1/4" o.c. and seal~d 'with silicone caulking. A ~ 05-30166.01 Page 3 of 4 Test Results: The results are tabulated as follows: Para!2:raoh Title of Test - Test Method ~ Results Allowed 2.1.2 Air Infiltration per ASTM E 283 (See Note #1) @ 1.57 psf (25 mph) 0.01 cfrnJtr 0.3cfm/ft2 max. Note #1: The tested specimen meets (or exceeds) the performance levels specified in .4..4.J~/NWWDA IOI/J.S. 2-97 for air infiltration. 2.1.3 Water Resistance per ASTM E 547 WTP = 2.86 psf No leakage No leakage 2.1.4.2 Uniform Load Structural per ASTlvl E 330 @ 22.5 psf (positive). Negligible @ 22.5 psf (negative) 0.006" .313" ma'(. .313" ma"{. 2.1.7 Welded Corner Test Nleets as stated Meets as stated 2.1.8 ' Forced Entry Resistance per ASTM F 588-97 Type: B Grade: 10 Lock l'vlanipulation Test No entry No entry Tests B 1 thru B3 No entry No entry Lock Nlanipulation Test No entry No entry 2.2.5.6.1 Vertical Det1ection Test @ 45 Ibf 0.04" 0.71" 2.2.5.6.2 Hardware Load Test @ 5.0 Ib/ft2 No damage No damage Ootional Performance 4"" .J -. Water Resistance per ASTM E 547 WT~ = 8.25 psf . No leakage No leakage 4.-+.2 Uniform Load Structural (Lock Stile) @ 82.5 psf (positive) @ 82.5 psf (negative) 0.044" 0.028" 0.313" max. 0.313" max. ... ~ 05-30166.01 Page 4 of4 Detailed drawings, representative saJD,plesof 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 us~g the o 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. For ARCHITECTURAL TESTING, INC: .~ ~'I" Lynn George Project I'vlanager LG:~p 05-30166.01 ~ _0 . ::. ~~ tt A. Warner Executive Vice President iS15 Ll:r QLl ~ ~~ 'w ~ ~~ <>: ~ '" " a --J ::> III :-, " () ~ ~ . ',' l 't". . ~\oo..:o to' '!' :r If} ~ i?i :::; ~ 6: ~ 0 If} ~ 0 Ll Ll ~ AI "Q k 0 tIl Cl ~ n. 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