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<br /> MODEL DESIGNATION: Simonlon Double Hung Serles 43-17 Vlnyl Window ```,�4���p�E41:`�G���
<br /> MAXIMUM OVERALL NOMINAL SIZE See Size Charl �,� SF �y.� ��
<br /> �:' 3/14/2017
<br /> `Yv Y, No 5&2�1 �:��i� LUCAS A. TURNER, P.E.
<br /> DESIGN PRESSURE RATING: See Size Charl % • � FL PE � 582ot
<br /> �*� � I''�� TURNER ENGINEERING &
<br /> �'�� ��: CONSULTING, INC.
<br /> USABLE CONFIGURATIONS. X G�=: �TA7E oF :��� (COA � 29779)
<br /> "�T�.;��Q R��P,:�2� 1239 JABARA AVE.
<br /> GENERAL DESCRIPTION: The head,sill,and slde Jambs are extruded PVC.The wall thickness +,,��SSjO�A"��yG`�� NOPRH H94ORT3,B�FL1574 B
<br /> through which the anchor screw penetrales is a minimum of 0.142'
<br /> TABLE 1 INSTALLATION FASTENERS TABLE
<br /> ID SUBSTRATE 'fYPE ANCHOR lYPE MIN. EMBED MIN EDGE
<br /> DS NCE
<br /> A CONCREfE 2 KSI MIN. 3/16" I1W TAPCON 1-1 2" 1 1 B"
<br /> B HOLLOW OR GROUT—FILLED CMU 3 16" ITN TAPCON 1" 2"
<br /> ASTM C90 117 PCF MIN. �
<br /> � 2G=0I55 SOUTNERN PINE WOOD 3/tfi" IiW TAPCON 1-3/B" 3/4"
<br /> p 2X MIN SOUTHERN PINE WOOD #�0 WOOD SCREW 1-3 8 3 4
<br /> G=0.55 � � �
<br /> E 16 GAUGE 0.060 MIN. STEEL 10-16 ITW TEKS FULL THREAD t/2"
<br /> STUD 33KSI YIELD MIN. SELF—DRILLING SCREW
<br /> F 1 8 ALUM. 6063—T5 MIN. OR 10 GRADE 5 SELF—TAPPING fULL THREAD 1/2"
<br /> 1 8" STEEL 36 KSI MIN. DRILLING SCREW
<br /> NOTES:
<br /> 1 This Inslallatlon has been evalualed for use in localions adhering lo Ihe Florlda Bullding Code oulside lhe HVHZ,and where pressure requlrements as delermined 6y ASCE 7 Minlmum Deslgn Loads for Buildings and
<br /> Olher Struclures do nol exceed Ihe deslgn pressure ralings hereln.
<br /> 2.For anchoraga requlrements In varlous substrales see Teble 1 A minlmum dlslance of 3"shall he malntalned belween any lwo Installalion fasleners.
<br /> 3.All Inlerior and•exlerlor perimeler surfaces of the wlndow musl be caulked.
<br /> 4.Anchor lype,slze,spacing,embedmenl,end edge dlstence shall be as specifled In Ihese drawings. ,
<br /> 5.Anchor embedmenl lo subslrate shall be beyond wall dressing or slucco.For masonry openings wllh wood bucks less than 1-1/2"thick,em6edmenl shall be beyond wood bucks,if used,and into masonry substrate.
<br /> Wood bucks wllh masonry are opllonal.
<br /> 6,Wood or masonry openings,bucks,and huck fasleners,hy olhers,shall be properly deslgned and Installed lo transfer wind loads lo lhe structure.
<br /> 7 The responsibllily for seleclion of Simonlon producls�o meel any appllcable local laws,bullding codes,ordlnances,or olher safely requiremenls resls solely wilh the archllect,bullding owner,or conlrector
<br /> B.Shlms are required where gaps of grealer than 1/16"exlsl belween opening and frame.Mex,shim stack Is 1/4" Shlms shall be load-bearing and capable of Iransferring loads to the subslrate.
<br /> 9.When used In areas requlring Impacl prolecllon,lhls producl REOUIRES lhe use of approved impact reslslanl shullers or olher exlernal prolecllon.
<br /> 10,Sealing end(lashing by others should be applled using lhe ASTM E 2112 melhodology approprlate for Ihe opening Inlo whlch the producf is being inslalled,Overall water penelralion resislance of Ihe installed product Is
<br /> nol addressed in Ihis drawing and is lhe responsibility of olhers.
<br /> 71 Glazing shall comply wilh ASTM E 1300-04.
<br /> 12.All fasteners penetraling inlo pressure Ireated wood shall be capable of preventing corroslon due lo reacllon with pressure treatment chemlcals. Any dlssimllar materials thal come Inlo contacl shall be protecled to
<br /> prevenl reacllons In accordance wllh code requlrements.
<br /> 13.A wind load duration factor Cd=1.6 was used for the analysis of wood screws only.
<br /> 14.Products shall be construcled as speclfled In lest reports D2310.01-501-47,C3526.01-501-47 and C3522.01-501-47 by Archltectural Tesling,Inc-Springdale;PA and C5630.01-109-47 and C2276.01-109-47 by
<br /> Archlleclural Test(ng,Inc-Yo�k,PA.
<br /> 15.Use 100%pure slllcone ceulk compllant wlth AAMA 800 Secllon 1-Sealant Speclflcallons for use wilh Archilectural Feneslration Producls. Make sure surfaces are complelely free from all old caulk,demaged wood,
<br /> wood tlbers,greese,oll dirt,rusl,mold or slmller conlaminanls.Vacuum and clean opening sur(aces complelely A fully prlmed surfaca Is recommended,bul nol requlred.Claening of all surfaces should be done Ihe
<br /> same day of which Ihe slllcone caulk Is to applled.For more delalls vlsit Slmonlon.com.
<br /> 16.Caulk appllcellon:recommended alr and surface temperalures at lhe Ilme of appllcallon are lo be belween 40 and 90 degrees F Insure all conlacl surfaces are clean and dry Including ihe new wlndow(s). Use a backer
<br /> rod on all Jolnls>3/4"deep and/or wlder lhan 1/4° Flnlshed caulk jolnl should he a minimum of 3/8"deep and make full conlact wl(h both lhe new wlndow end structural opening surfaces.Sllicone caulk should be
<br /> forced Inlo joln[or compressed lo assure full conlacl on bolh surfaces and fo axpel any alr pockets.
<br /> MATERIAL' S12E ORAWI NO: REV..
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<br /> O�SCLOSUpESTATEMENT RMSFINISH D NB: DATE:
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<br /> n ine eapraxsaJ mMi�on u�e1 II Is noi lo oa 0lsqasea,reprotluceJ�n wnola or Pemsboro,l4N 26415 CHECNEO BY: UATE:
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<br /> onyoneoll�erihun5lmonbnWlnEowzMNoullismnsenl ThlsreslAcYondoez SCALE SHEET: APPRV'OBV: DATE:
<br /> nol Iimil l�e reelpleNS rlg�u lo u�Nxe Informallon eonielned In Ws tloewneni FIT 2 012
<br /> �J�hiaproperlyoEleWnGomenomereowrc. SIIRFACEAREA PEpIMETER: .XS.03
<br /> .XXS.OI 0'30m111. SERIES;
<br /> FlNISN TREATMENT: .X%%i.005 a3a0101J5 OOu9LE HUNG
<br /> FILE IN049i TITLE:
<br /> 1X BUCH INSTALlATION
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