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HomeMy WebLinkAboutProduct Approval (2) RICHAW) KOZLOWICZ, P.E. He Conv CIVIL.ENGINEER 7162 GLENBURNIE LANE •CLARKSTON, MI 48346 R E C E i'.'- D ; ; Q j 2037 (248)626-3362 •(248)620-4515 FAX March 1,2017 To Whom It May Concern: I have reviewed pressure test data by NTA Inc,for the subject premium double door for the 12 wide classic gable building by Backyard.Products,LLC. It is py professional opinion.that the premium double door meets the 150 MPH exposure B loading requirements for garage door and rolling door wind loads of the Florida Building Code 5`h Edition(2014)Building. Sincerely, hard 1 zlewicz PE L 2,01 Doubler zc4 Doubler .1 Top Rate - 2W Top Rate.. 2 Fhdsh Nails 2Rnish Nails 4•mlyp uutalled from from Intofram[ng) r -T� atsteaed from from Into hemUtg) ! 3/4'Wood Screw or4d Furth Nail b nailed ack of dhlg uno the j M 242 ! r I �1•��� �® I 1 X3 Tdm .. 1 x3Trirh i Typical I 7 L� y� 1 88° � �� 2Xd Pleader � � I ' 68' Rap&bottom of window) I' 2t4 Header (lop It bottom of window) 20 Stud 7� u I zxb stall 2 I —4 3/3'��o.e. ` i GENERAL NOTES era I 3!3'� 9 o.c. • Window can be installed z.480fromRate between any set of studs exept 2WBoltomPike /a1 INTERIOR FRAMING n EXTERIOR ELEVATION the stud corresponding with c INTERIOR FRAMING D EXTERIOR ELEVATION the corner of the building. awes SMALL WINDOW OPTION LARGE WINDOW OPTION • The window must be 16"or 24" from the corner of the structure A 1a3Trim depending on stud spacing TYWraI 1 x 3 Tam Typical 2><4FraakeOn Edge r—Typ A Welled Ir.nfradNin�to Gaming) 2a4 Frame Rat 2'Flrkislr Nails x 4 Frame On Edge r o.a Tyµ laureled from from frtto trammg) d Sc 2X4Frame Flat 3p'Wood Screw or nailedor Finish NaN 17y 2M Header bac(scrkd'mg Into through itam) 8 pop&bottom of wMaM l '! 12' 24 Header 31W thick S'o.a Siding 2(4 Doubler ` \`1` ! , 3(S thick 8'o.c.skiing 1T 2wtTop 0de � `'',7j�J� 12" 2xaTopPlate 2a4 Doubler rE1 INTERIOR FRAMING r\EXTERIOR ELEVATION D; �o), .}I )•)') I INTERIOR FRAMING H EXTERIOR ELEVATION t awevr rK 1 aae:rK-,o .q ) 4 _ l 1 ewr:,K.v / awe v.ro LARGE FIXED GABLE WINDOW ^., ' �'i� SMALL FIXED GABLE WINDOW BACKYARD WINDOWS `ly�Jl^�'1�a�.\� �.\� Mk— Z-9 wwom ® smsa.era roars sou 1 'tu! f ? 4 iy- I ' y JrY 1 ter'%f'-�r; � . 41 1 2 1 4/4 x 3"Horizontal Door Rail �- [ c ] 4/4 x 3"Vertical Door Style Black T-Handle 7211 i 4/4 x 3"Vertical Door Trim [' p ] 3/8"thick 8"o.c.SmartSide 4 ] I e:� I 31$' [79.7cm] 313" [80.7cm] �.�> I'O DOUBLE DOOR - Bc�cr', ,��f3"�tJ DOOR B.RO .=.?n,u,,,l„� .ae Y"dee ®oigmma. m.1d1 File copy APPROVED PRODUCT LIST PRODUCT STATE APPROVAL SUB-CATEGORY/MODEL NUMBER MANUFACTURER OR DADE COUNTY CATEGORY 'APPROVAL STRUCTURAL WOOD CONNECTOR/•H2 SIMPSON STRONGTIE FL10456.10 STRUCTURAL WOOD CONNECTOR/H2.5A OD SIMPSON STRONGTIE FL10456.12 O STRUCTURAL WOOD CONNECTOR/SP4 SIMPSON STRONGTIE FL10456.43 STRUCTURAL WOOD CONNECTOR/LSTA9 SIMPSON STRONGTIE FL10852.5 I WINDOWS SINGLE HUNG/SQUARE WINDOWS MI WINDOWS FL11827-R8 DOORS EXTERIOR/METAL EDGE STEEL DOORS O TAYLOR BUILDING PRODUCTS,INC. FL9539.1 ROOFING SHINGLES OWENS CORNING FL10674.1 STRUCTURAL WOOD CONNECTOR/MTS16 ' O SIMPSON STRONGTIE FL10456.34 i PANEL WALLS SIDING O LOUISIANA PACIFIC 8e WOOD SIDING FL9190 PANEL WALLS SOFFITS O LOU161ANA PACIFIC SOFFIT PANEL FL9103 i • This drawing complies with 2014 5th Edition Florida Building Code. Rev. Date By Revision A 5-6-08 RXM Added MTS16 BACKYARD Florida Product B 3-25-09 RXM Revised approval numbers,changed to 2007 code. rRooucrs,«<. Approval List C 2-1-10 RXM Added approval numbers LC9gmL + i r t!a Revised H25 to H25A changed to 2010 code j f� = s �1000 Tem Dr. DMBY. R X Mowes D 4-5-12 SJB , . , g . ._ A Ma ,MI48162 ImTsw.Rxmajaj&&e&w AP618,2o12 D 1-23 17 SJB Changed to2014(5th Edition)code. s�•,. As Noted va4)242-M0o — 1 of 1 RECE ` j � � D "AA 0 3 70.17 File uppy TESTING INC.NIP I.ISTIN© EVALUATION 257 P.AdST RANDOLPH Srl*R °'T'•'NAPPANEE*:UM01ANA 40MO PtiD11iE.E974773-54BD W W W.11rTAINC CdM T�Tt.A@�NTAINC CAM PAXi.074'773.2722 ASTM E330,STANDARD TEST METHOD FOR STRUCTURAL PERFORMANCE BY UNIFORM,STATIC AIR PRESSURE DIFFERENCE(PROCEDURE A)'- HANDY HOME PRODUCTS 64.25-IN.x 69.56-IN.(W PREMIER DOUBLE SHED DOOR(REINFORCED), P epared for': Handy"Home Products 6400']Cast 11 Mile Road Warren,Michigan 48091 I Phone: (586)757-2928 Fax:(586)`757=6066 Web:.www.handyhoine.com Test Report:HFIP103.105-7" issued:October 6,2004 Revised:October 31,2005 (REF#'HHP062904-5) Prepared By: Eric S.Tompos,P.E. Test Engineer •';`(�q fit ,�., ��•. Reviewed By: David R.Tompos,P.E. j Test Engineer. j This report contains only findings apd results arrived.ot afereinploying.the specific test procedures listed'hereln. It.does not•constitute a recommendation for,,endorsement o1 or certificatign of the product or material tested, NTA,Inc.makes no warrati%,expressed'of implied,except that the test has;been.performed,and a report prepared,basod upon the specimen furnished by the client, Extrapolation of data,from the test data provided herein,to the batch of lot from which the specimens were obtained may pot correlate anal should be . interpreted With extreme caution. 1VTA,Inc.assumes no responsibility for valations in qualify,composition,appearance,performance,or other features of similar materials.produced,by the client,,other persons,or tinder conditions.overwhich NTA,Inc.has.ho.control. NTA Inc.bas issued this report,for the exclusive use ofthe client to whom it is addressed. Myuse or duplication of this report:shall not.be made without their.consent. This report shall only be reproduced in its entirety. HHP1031054' Page 1 of 13' Prepared By Erio 3 Tompos Donn QA 4.3 Reviewed&Approved By Dale Arter issuad/Revised 10106m i . N A 1. INTRODUCTION NTA,Inc.evaluated the,structural performance of the 64:25=in.x 69.50-in.1'remier Double Doors(Reinforced)provided by Handy Howie Products of Warren,Michigan, All tests were conducted'at the NTA Test,Laboratory located'in Nappanee,Indiana. The: purpose,of this evaluation.is to assess the structural performance:of door when sub�ected to simulated negative,and positive wind pressure in.accordance with ASTM.E 330, Standard Test.Methods for:Structural Performance of Exterior Windows,Doors, SWIghts,and Curtain Wall by Uniform Static Air Pressure Diffierence; The test parameters are summarized in Table 1,below. Table 1: Test Parameters Parameter 'Value Positive Test;Pressurea' 26.0 psf Ne ive Test Pressures -34:1 psf, Factor,of Woty 1.5 Residual Deflection Limit ' L1250 0.4%n) Positive pressure applied in the direction that tends to`close' doors,whereas negative pressure is applied in the direction that ten ds.to`open'doors, 2. TEST PROGRAM . 2.'1.'DESCRIMON OF TEST SPECIMENS Three similar door assemblies were provided by-the client. Basic specifications-for the door assemblies are providedf inlable 2,below,with the construction&tails-provided in Figures I through 6. NTA,Inc."did not oversee orverifythe sampling procedure used by the client when selecting the sample assemblies, Table 2:Door•Specifiicatious Item Descr Clear.0, erring 64.25-in:.x 69.5-in. Door (2)71.25-in.x 31.567in.leaves of layered OSB Figures 1 through 71-in.galvanized.steel continuous hinge.with holes at 64n.oc; ;,, „ems Inge 0.0504n.overall thick,0125-in,diameter pin.,,fastened with#6. x 1-in." uare drive.serewsa at 6-in.,oe each flange of hinge: Keyed latch.(Figure 2)on operable Ieaf,and(2)4-in.galvanized heavy duty barrel bolts top=arid-bottom on fixed leaf,top barrel bolt received by-universaI strike,bottom barrel bolt received by Latch 1.5-in.x 718-in,x 0'.06-in.thick aluminum angle threshold 64- in.long, Barrel bolts attached with(3)#10 x 1.5-in:and(1)#10 x 1-in-stairiless steel screws;.universal strike,attached with(2) #;1.0 x 1.5-in.stainless ste6serews;threshold attached with 96 x 1-in.square drive-screws of 6=in:'oc Each leaf is reinforced with 2x4x 68-1/4-in.finger jointed Notes lumber"LamStud"attached with#8,x 1-in.screws at 8-in..,op a ANSI B 18.6.1 Type 11 cross recessed flat countersunk head woods screws(galvanized)except where'noted, HHPi03105-7 Page2of 0 Prepared By:Ede)tompos Form QA 4.3 Reviewed&Approved gy; Dale Arter lssPed/Revised:10106104 iVIH 12.TEST PROCEDURE The test procedure is in-accordance with.ASTM E3302;.Pr6cedure A. Accordingly.,the test setup consists of a vacuum chamber'with a vertical open side that is sized to accommodate thetest assembly. A reversible vacuum pump and manometer connection provide amearis to apply and monitor the.applied pressure. The uniform pressures are applied in both.directions across the door(positive/negative) by reversing the installation of the door in the•setup. As a result,the vacuum chamber is always operated at a negative pressure differential. For positive pressure testing,the door is installed to open outward from the vacuum chamber with the pressure applied in a direction that tends to'close"the door. For negative pressure testing the assembly is reversed so that the pressure is applied'in a direction tending to`open'the doors. To seal each specimen,a 2 mil polyethylene film is placed loosely over the assembly; The film is pleated at each.corner and at all offsets and recesses so o fillet develops in the plastic. Instrumentation consists of water manometer and dial indicators. The water manometer has a resolution of 0.1 inches of water for;pressures up to;+52 inehesof water. Dial indicators,with it resolution of 0.001-in.,are positioned at the latch and unsupported: cantilever ends of each door Ieaf. For testing,a pre-load of one half of the specified pressure is,applied`and.held for 10 seconds. The pre-JOad is released and after a recovery period of between 1 and 5 minutes the dial gauge,reference readings are taken. The test load is then applied,held for not less than l0 seconds,and released.Dial gauge readings are taken while the test load is applied and then again after the,load has been.released for not less than 5 minutes, This .procedure is repeated a total of 4 times;positive test load,negative test load,positive proof load,and negative proof load. The proof load is equal to the test load multiplied by a factor of safety. At anytime during the test,when the behavior of the specimen under load indicates,that sudden failure may occur,the dial indicators may be removed. If ultimate.is reached,.the peak pressure and.mode of failure are noted. Upon successful-completion.of the negative proof load,the door is checked for-proper operation. 3. TEST RESULTS_ A total of three specimens were tested using the procedure outlined;herein. Each specimen was tested underboth positive and negative pressures. The positive pressure was applied in a direction tending.to`close'the doors,whereas the negative pressure was applied'in a direction tending to`open'the doors. A summary of the test results are provided in Table 3 with detailed test data provided in the Appendix. All specimens behaved similarly under the applied loads as evidenced by the measured deflections. No,failure or yielding was observed and.ihe residual deflections under the test and proof loads di&not exceed the deflection limit.specified in Table 1. Furthermore, all doors remained operable after testing. HHP103105-7 Page 3 of 13 Prepared BY;Eric 3 Tompos Form QA 4.3. Reviewed&Approved By; Vale Arter issued/Revised:i0106/04 QM_ 5. CONCLUSION NTA,Inc.evaluated the.struotural performance of the 64.254n:x 69 504n.Premier Double Doors(Reinforced)provided by Handy Home Products. The purpose of-this evaluation is to assess the structural performance of the door when subjected to simulated negative and positive wind pressures in accordance with Procedure A of ASTM E.3301. Specimens were tested under the negative and positive chamber pressuresas provided Table 3,below. Furthermore,the residual deflections did not excee&the specified:limit given in');al le 1. Details of construction.and testing are provided in the Appendix. Table 3: Test Results Summary Test Residual Pressures° Deflection° Specimen s in. Overall Result 64.25-in.x 69.5-in.Premier Double Door +261-34 0.100 Pass Reinforced as described herein s Positive pressure(+)applied in the direction that tends to`close'doors,whereas negative'(-)pressure is applied in the direction that tends to. open'-doors. b Maximum average residual deflection at proof load. Residual deflection is taken as the difference between the initial position after pre-loading,and the final,position after remoWl of the proof load. TEST PERFORMED BY: Dale Arter Director of Testing REPORT REVIEWED BY: David R.Tompos, Test Engineer HHP103105-7 Page 4 of 13 Prepared By:Eric I Tompos corm QA 4.3 Reviewed&Approved By. Date Mer Imed/Revised '100104 rY_ REFERENCES NTT L American Society for Testing and Materials(ASTM). -Standard,T'est Method for Structural Performance.of Exterior Windows,Doors,Skylights and Curtain Walls :.by ITn form.Static tiir Pressure Differeince. ASTM E 330.02; ASTM,Philadelphia,PA:, 2002. Tpp. I i "103105-7 Page 5 of 13 Prepared By:Eric J Tompos Form QA 4.3 Reviewed&,Approved-By: Date Arter issued/Revised:10/06/04 FIGURES% s ...•��� f' 3$P� •d '£��•�` 1 jyL � 'gig � ��s"•°� ... z4 t !i '.m �r,. •f j..g �� ��� era:�• y, ,� ;i�� :ds � y a� ky # S 74 e'�.� � � tits fy `" # +�-'�^• • gs '� �'� as as t �' i�''•*_"�;���'aL� � t� .. I Figure 1: Typical Test Specimen(Eiterior.Photograph) r t 4 .. .L}Y s A� hl.,'i. � ti N 7•u,. a �y�! �, t I f trt J A Exterior interior Figure 2: Latchset RW103105-7 Page 6'of 1-3 Prepared By:Erie!Tempos Farm QA 4.3 Issued/Rcvised:10106/04 Reviewed&Approved`By: Dale Arter • NIP � FIGURES 414 x 3-114" 3�" VentoatDoar'itim 31 LP S,matt-7ttm 31" n 4 3 „ �8., 3/9'thick 91ox,'Siding LPPm d 15" 414 x Buck >mCros LPStn Tdm 414 x 1-t14"' Vatlest DabrStyle. LP Smarr iriu j Hingc:Do 1„ 34 72„ "Trim 72,E 71g, 718„ 8"O/C 19" 3. 8"Panel l im S sTATAIMMMEAP 51 Stiffener 16" 34 4 ' Sin 3I!' 8 Figare.3: Door Construction.(Ea terior and'Profile) HRP103105-7 Page 7 of 13 Prepared By:Eric 1 Tompos Eonn QA 4.3 Revi wed&Approved By: Dale Arter Issued/Revised:10/06/04 FIGUR9S l V il"t I I I x 4 Vptfi@9Dowr"Tnm--7 LP Swazi Triuia 511 ll 31 3InZ� Map-- . i Wa-LAM DOOR STIFF 71ge 3f��� Tcitn 711" Pact 611° ?2" $/8 tfcyk Door S1iflLner Err Q/c i 32�r 13h 4 Mill 31&" Figure 4:- Door Construction(Interior) 77 is HHP 1031 U5-7 Page 8 of 13 Prepared By:Elie J Tompos Form QA4.3 Reviewed&Approved Byf Dale.Arter Issued/Revised:1606/04 FIGURES Qp- stapici Staples Only Only 0 it OF I + \ .: r �:�� _2-�34"nr — �—. L.. '14-�1'�"ac 1yp.Nai15 —— —— / • • I• — TYP- 1 ` it .\ 4 walk In COMM i I 1 j TyP dm,""ac.Typ.Sue" Typ. I Figure 6: Typical Fastener Layout I I HHP103105-7 Page 9 of 13 Prepared By:Eric J Tompos Farm QA 4.3 Reviewed&Approved By: Dale Arter Issued/Revised:IM&04 APPENDIX HIR1M7M4-5 Final testing data AMME0330 Procedure Ada M'A,Inc. Oat ASTM M30-02 Standard Test Method for Structural Performance of Exterior Windows,Dicers, Sitylights and Curtains Waft by Uniform.Statie Air Pressure Difference,(Procedure A) Specimen i Client:Handy Home Products Petfofined By:fired Tompos Job Ntmtbec MiP062904-5 Witnessed By:Dale Atier Test Methtxi:AS2330-02,Procedure A General: Apparatus, Asset No.Ambient Conditions: Received 81,1912004 Vai3 um Table: OMW Ambient Temp.:72.2 deg.F Fabrication Date:Unknovm Manometer. 00337 Ambient R.11:53% Test Date:9114f M4 Timing Device: 00325• senor Asset No,:00200 Test Uication:Nrx'7'est Faclli y Nappetnee;FN Specimen'Dcseriptiors: Specimen No.:01326 Nominal Size:64.2S x 695-its:(Wxld) Description:Premier Double Doors mod fed wll 0-in,Flmlge ' Test Vatiable(s).Doable door wish.engtneered.lumber Msnufactum:,Handy Home Podrets Sampling Procedure:None Loading Conditions: ' Positive Negative Factor of Safety: 1.5 Tmt;Pressure: 26.psf 34.1psf Residual Deflectioa,Limit:Ll250 Proof Pleasure: 39 psf 51.2 psf Max Residual Deflection:0,278-in.. Table AU Specimen 1 Test Data Applied m6mber Deflections Load Land Pressure Top Latch Bottom Other ,Derction! Sta a 00385 00384 00383 n1a 0(RFF) 0.0 0.000. 0.000 0,000 - Positive Rest 26.0 0,220 0,110. 0:265 -- 0 0.0 AM 0.113 0.008 0(Rea 0.0 0.000 0.000 0.000 -- Ncgn$ve Test 34.3 1.074 0.921 0,936 0 0.0 1 0.045 0,036. 0.040 -- 0(Ref) 0.0 0.000 0.600 0,060 -- Positive Proof 39.5 0.372 3.378 0.278 — 0 0.0, 0.014 0.016. 0.007 0 Otm 0.0 0.000 0.000 0,000 Negative Proof 51,0. 1,404 1.330 1.363 — 0 0.0 0.086, 0.016 0,073 Door orionted so that positive pressureAwds to'cloie doanand negaiitb'ptesaure lends to'opeo!.door. Tlris report contains only Lndinp and resulti arrivad.at after employing the speai6o teat picoedm=listed herein. it does not constitute'a rc ommeudation for, endorsement all or eat iiariion of the product or rudcriel-,aura&NIA,tiro;matuat no wamauy,eaprs=d or implied,cioVE tits[dur Ica his boat perterms4 and a report prepariAi died upon the spaoimen eanithcd by the oliam Extrapolation oTdata,limn the test data lirovided herein,so the baton or lot,tram which tho. apecimens were cWtained mey,not eonolate and should ba interpreted with cstmme caution.t4TA,Into,assumes no iespownhility for variations in quality,composition, appoerance;yerfomlmtoc,or oilier feattum of similar materials produced by the client.other pamr,or wtdsr motions ovis whioli NTA,Inc.has no control.NTA Inc,has ia,ned this report far the croltaivo we of the olieni to whom it isaddremcd. Any trio or dup$antion of thi0 repwtshW net.be made with0uttheir content.Phis iaportshalt anlybe reproduced inita eat irety. CeeatodBy:ni,,Tompas Issued/ltcviees M24/04 Reviewed&.Approved By.Date Arter I o1`4 HHP103105-7 Page 10 of 13 Prepared By Eric 3 Tempos Fordt:QA 4.3 Reviewed-&Approved By:Dale Arta issued/Revised:10/06/04 APPENDIX t�6lf 1 HM62904-3 Finer kern data ASTM E0330 Procedure Aada VTk tea, Out ASTM 9330-02 Standard Test Method.for Structural Performance of Baterlor Windows,Doora, Skylights find Curtains Wells by Uniform,Statie Air Pressure Difference Wroccdure.A) Specimen 2 Clietir Handy Home Products Performed.By:Gregg Tempos Job Number:W062904-5 Witnessed By:Dote Aster Test Method:ASME330-02,:Proeedum A General: Apparatus: Asset No.AmbientCondittons: Rewived:8/19/2004 Vacuum Table: 00000 Axubient.Temp,.72.2 deg.F Fa_brioatiortDate:Uplatowh Manometer: 00337 AmbientR-li.:526/aRH Test Date;9/9PE004 TituittgDevice: 00310 SenorAssetNo.:_00200 Test Location:NTA,Test Facility Nappmree"IN 9peelmen Description: Specimen Nm:01327 Nominal Sim'64,2Sx 69.S.m.(WW Description:Premier Double Doors modified w/L 04n.Flange Test Variable(s):Double door with 2x,4 engineered hmtber Manufacture:Handy Home Produco Sampling Procedure-,None Loading Conditions: Positive Negative Factor;of8afety: 1.5 Test Pressure: 26 psf 341 psf ResidualDeftection Litmt-Ll250 PnoofPressum: 39 psf. 51.2 psf Nlsx Residual Deflation:0.278-in, Table A2:Specimen 2 Test Data Applied Member Deflections Load Load Pressure 'fop Latch Bottom Other Directions stage, a 00384 00383 00385 n/a 0(REF) 0.0 0:000 0.000 0,000 -- Postive; Test 27.0 0.071 0.273 0.279 — 0 0.0 1 0398 0.013 0.000 0(Rct) 0.0 0.000 0.000 "0.000 — Negative Test 35.4 1.080 0.826 0,636 — 0 0,0 0.021 0.030 0;D4.1 0(Rog 0.0 01000 0.000 0.000 — Positive 'Proof 395 1.364 OA64 0.344 -- 0 0.0 0319 0.075 0.013 0(REF) 04 0.000 0.000 0.000 Negative Proof 51.0 1.042 1.230 1.575 — 0 0.0 1 0.067 0.093 0.093 `Door oriented so tWpositive prenturo tatdato'etow doom and i!Wtive preaiure tends to bW dooms This report amttains'onty findiogp and results arrived at after emplaytng the specific t¢st,prooedares listed h30in. It does not aonatitmto a mccrmmulation far, mdoaemcnt of,or artificotian of the prodo.d ormMerial tested NTA,Inc.makes no.werianty,astprcuod or itnPliod,except that the toot has been performed,and a, nport.pm7arcd,bated upon the spea4rapn rumiihcd-by the client. tsstsapolalion of data,from the test.data provided herein,to(he hatch or tot Rom which the spenimeto were obtained way not oorrclate and thouldba interpreted with c atema caution 1VTA'It c.saunas marespomitiility for variatiotrc in gaa{ity,campnsitiaq nppcaranoe,palormeooe,or other raatusa arsitoitarnuarials ptaduaed by Ote client,other por4mr,or under aonditirna over which NTA,has.hat no control.NTA lea bus iuucd trim report for the aw(tuiv-a use of.the client.to whom it'is add ested.Arty use or duplkatimt of this repoa shall not ba made,without their comea{.'Ills report tltalt only ha reproduced in its entirety. ` Created By:Wo Tompos. Inued/Reviscd:08124/04 RcvtaWwd R.Approved By.Dale Amer 2 or4 HHPI03105-7 Page 11 of 13 Prepared By:Eric 3 Torripos Form QA 4.3 Reviewed&Approved By Dale Arter issued/Revised:10/06/04 APPENDIX fi}1PD62904+5'IiinaltestingdntsAMMEO33t1'Proocdunab x NTA Ine ,Qnt ASM E330=02 Standard TestMetliod for StructuraIPerformanceofUtoriaiWindowsr Doors, 91y41gTlUtand Curtain' s Walls by Uniform Static A,irPressureDiit'ference(Procedure A), �Specltnen 3 Client-handy Florae Products Performed By:-Gregg Tompos ]6b Number:li13 M2904-5 'M,4''wised By:We Arter Test Method: 4SM E330-02,Procedure General! Apparatus: Asset No.Ambient Condi"04s: Received:9/14/2004 Vacuum Able. 00000 Ambient Temp.:71.5 deg.F i FabricationDate:'Unknown Manometer: 00337 Ambient R-1d::5MRH T'estDato:W1412004 Timing Device: 00325 Senor Asset No-00200 Test'Locadow,NT6,restFdcility Napponee,IN Specimen Description: Specimen No. 01328 Nominal Size;64.25 x 69:5-in.{WxM Description:Premier Double Doors modified w/1;4-in,Flange Test Variable(s):Double doorwith 2x4 en hicered lumber Manufacture:Hondy Nome Products Sampling Procedure:None Loading Conditions Positive Negative" Faotorof&fety: l.5 Test Pressui e; 26 psf 34:1 psf Residual Deflection Limit`.L/250 Noofpressure: 39psf 51,2psf Max.ResidualDeflectiom 0.278-in: Table A3:S eelmen 3'Test Data. Applied MemborDeflectlons 'Load Load Pressure Top Latch Bottom Other 'Directioe stage s 00385 00384 00393 n/a 0(REP) 0 0 U00 0.000 U00 -- Postive Test Zfi.O 0,400 0,345. 0106 — 0' 6.6 .0.012 0.017 0.009 0(Ref) 0.0 0.000 0.000 0,000 — Negative- Test 14.3 0.977 0.988 0.13.1 0 AD '0;0$3 0,007 0,045 0(Refj `0:0 0.000 0.000 0000 — Pq#ive Proof 395 0,381 0.429 0-204, — 0 0.0 6.019 0.'024 0.013_ 0(F1L>H7 0;0 0,000; 0.000" 0.000 — Negative Proof 510 1.584 1.306 1.152 0 OA, 0.125 0.131 0.IM 'Door oriented so that positive pressurotends-to Wave doors and negative l rcesure,tcuds to'opea'doors. i This contains on findiri and results arrived at otter employing the of c,test, :?Port � ty ga p oytiig tie ptoaadtura lnl'+ti.hereln Jtdoes.not canx46nta'p-teomm`tendnri«n for, aidwccment of orcortihoation oftha pro ttrot et ruateriit lcsted NTA tea.mgkcs no.vrareaty,expressed cr mplied,ezeapf that:ireteU hap been pp{xmed,.atsd'a report prepared,based upon the specimen furnished by the client:Extrapolation of data,Tram the tem.data.provided;herein,to'the hitch or roc from wifich the spocimms were ahteiried my not correlate,and should he interpreted with o dreoie caution.NTA,Inc.:anuTas no,responaiDiticy for.variAions in quality,eougtasition, appearance,perfoiuianoe,or other'fWares of similar materials produced by the client,other pcannr,or under conditionx over which NTA,loc,has no control. NTA Jac.has issaed this'report for the ccolusive use ofthe alieficto whom it is addrassad.,Any W or duplicatlan of this report shall not be mado.wilhouttheir censor This • I rmpaitshnttors(yban'paodueodinitscatirety. i I Created By Erin Tompox Jsuraa eR vimd ofin$104 newiemd&Appmved By:J)ale Artor 1.n174 HHP1031054 Page 12 of 13 Prepared By Eric 3 Tompos Form QA 4.3 Reviewed.&Approved By:Dale,Arter lssued/Rcviscd;10/06/04 APPENDIX IV1�"q FMN62904-5'Final WtingdataAMMRM30 PioeedureAA% NTA,Ina. Out ASTM E330-02 Standard Test Method"for Structural Performance of FAterlor VAndows,Doom; Skylights and Curtains Walls by Uniform Static Alr Pressure.Difforenlev(Procedure A) Results Summary Client:Handy home Products Job:Number.FM62904-S Test Method:ARUE330-02,.Pracedare A Specimen Description: Nominal Size: 64.25 x 69.5-in.(Wx13) Descriptlon: Premier.Double Doors modified w/1.0-in.Flange Test Variable{s)t Double door-with 2x4 engineered lumber Manufacture:"Handy Home Products Sampling Procedure: None Loading Conditions: Positive Negative Factor of SttEety: 1,5 Test Pressure: 26 psf $41 psf Residual Deflection Limit;1./250 Proof Pressure: 39 psf 51.2 psf Max.Residual Deflection:0.378-in. Tahie A4:Avera"a Residual Deflections .Applied Load Load 'Pressure Average Residuai'Deflections Direction!' Stage Top Latch Bottom Other Positive Test 26.0 0.0m 0.048, 0.005 Negative 34.3 O.040 0.024 0,042 Positive proof 39.5 0.05.1 0.038 0.011 " Negative 51.0 0,093 0.100 0,100 Maximum 0,093 0.100 0A00 Detlection:Cheek Pdss P49s Pass Door orictaed so that posi!ive pruaae reads la blaaa'doom and aegativcptcssare twdslo'aprn'dose Po9itive Test Pressure:"Zd psf Negative Test Ppessuret 34.1psf Overall Result:Pass This tepm4 oontains only findings and rcaults arrived at a8er'employing the spaoiftc lost proacdtira listed.haem. it does nor cmuiltuto a recommendation for, mdotxeinent of,ar.'oertifiaatiart of tfie prodnot nr tnateriai'tcated NTA,fna makca nA.uros>�ity;mrprevaed or.}mpl(ed,exocpt Diet the teat bus been poiformed;and n, report jimpamd,based upon"the spe oimtn A ittiabed by the olitaiL Extrapolation of",:hoar the teal data provided herein,te'tho batch or lot from which the speoun=were obtained may not a6sxdato and should bc':lntcrpt'Wd with ex4cme caution.NTA inc,assumes no rnpmnitiitity for variations in gwlity,composition, appearance,pearmance,or otfier festnras o£siodlar ummints prodwmd Ivy tho,allen6 oliv:rparsom;or under oottditiom over whiehNTA,Inc,hn no control NTA I=hm issued this rcpod for the ow1usivo use of tho oliontto whom it iddtaued.Anywc or duplication or this mpwt shalltwt bdmeda withoui their 6oadent:This apoRshall oa]y he reproduced in its adlrety. I Created By:Elie Tempos lewcd/Revlsud 004/04 Revieurtd st Approved By:Date Arter dnf 4 HHP 103105-7 Page 13 of 13 Prepared By;Eric J Tornpos Form QA 4.3 Reviewed;&Approved By:Date Arter Issued/Revised:10106/04 ' Florida Building Code Online,- _ _ Page 1 of 4 File Copy �.� �n BCIS Home , Log In `, User Registration Hot Topics i Submit Surcharge Stats&Facts Publications € FBC Staff i BCIS Site Map Links i Search i' 3 mash Product Approval x # - USER:Public User !„ Product Approval Menu>Product or Application Search>Application List>Application Detail (xi-r- " l ', FL# FL17676-R4 Application Type Editorial Change Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ - Product Manufacturer MI Windows and Doors _ Address/Phone/Email 650 West Market Street Gratz,PA 17030 (717)365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung i Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich,PE C6 Validation Checklist-Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 03/21/2017 Date Validated 03/21/2017' Date Pending FBC Approval Date Approved 03/22/2017 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsj rZFR... 3/27/2017 Florida Building Code Onlin- Page 2 of 4 Summary of Products FL# Model, Number or Name Description 17676.1 3540 SH 36x74 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R4 C CAC APC(11355)C7327.01-109-47- 1.p df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R4 II Install- 3540 SH 36 x74 Fin.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R4 C CAC APC 3540 Fin 36x84.pdf Approve_d for use outside HVHZ: Yes Quality Assurance Contract Expiration Date _ Impact Resistant: No 07/27/2020 - Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R4 II Install- 3540 SH Fin 36x84.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers - Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 3540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R4 C CAC APC A3485.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2019 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R4 II Install- 3540 SH Fin 40x66.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports 'Created by Independent Third Party: 17676.4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R4 C CAC APC 3540 Fin 44x63.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with FL17676 R4 II Install- 3540 SH Fin 44x63.pdf ASTM E1300-04. Verified By:,American Architectural Manufacturers Association Created by•Independent Third Party: Evaluation'Reports Created by Independent Third Party: 17676.5 3540 SH 4402 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R4 C CAC APC 3540 Fin 44x72.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract,Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R4 II Install- 3540 SH Fin 44x72.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation'Reports Created by Independent Third Party: d 17676.6 3540 SH 44x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R4 C CAC APC(10816)C7324.01-109-47-6.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30. Units must be glazed in accordance with FL17676 R4 II Install- 3540 SH Fin 44x84.1)df ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR... 3/27/2017