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<br /> ��,,5•��GEN � G,i�i ft�. HEVISIONS: EVI$D BY DATE:
<br /> MODEL DESIGNATION• Simanton Single Hung Series 43-a6 / 43-17 Ynyl �ndow �•(�P:•�,� S�c••:Qy� 01/as/2o77 �
<br /> MAXIMUM OVERALL NOMINAL SIZE• See Size Chart ��J:' 't�r LUCAS A, 7URNER, P.E. t t75 wAs iNcapRECnY ue�0 t3o. T.O.D. ot/21/oe
<br /> - „�� Mo 582D1 �:13,�, LUCaS � pE �{ 58201 "
<br /> Tumer TURNER ENGINEERING & Z UPOATED SIZES PFfi NEW TE57 REPO(i75, r.o.o. ia/i2/as
<br /> DESIGN PRESSURE RATING• See Size CF70ff �,II; * ,•a` 2017-01-� CONSULTING, INC. 5 UPDAiE ANCHOR NOTES LMH OB/18/15
<br /> "p: S7ATE OF ,<l1" ��'�+�9:00 (COA� 29779)
<br /> USAB ONFl• RATION � O %Q•, �!V� 1239 JABARA qVE, 4 AOOED SIZE TO CHART. LMH Ot/OS/17
<br /> K 4�'��.'���q�pP:��`Q NORTH PORT, FL 34288
<br /> PH. 941-380-1574
<br /> �ENERAL DESCRIPTION: The head and side jambs are extruded PVC. The wall thickness through ,'',ssh i ii����``
<br /> which the anchor screw penetrates fs a minimum of 0.090". I MIN. ED(� DIST.,
<br /> SEE NOTE 2
<br /> CONCRETE
<br /> INSTALLA710N ANCHOR MASONRY
<br /> (SEE NOTE 2) SILICONE CAULK •• MIN. EMBFD.
<br /> s.�� � �8,. (EXT.PERIMETER) ` SEE NOTE 2
<br /> e � �. e
<br /> INIERIOR 1%WOOD BUCK
<br /> SASH 7RACK
<br /> a wT�A� INSTALLATION ANCHOR, SIUCONE CAULK
<br /> � SEE NOIE 2 (INT. PERIMETER) �X Vr470D BUCK
<br /> 0 �� EXTERIOR SILICONE CAULK
<br /> �o SASH TRACK 1/4' MAX. SHIM (INT. PERIMElER)
<br /> 1/4" MAX. SHIM CONCRETE
<br /> � HEAD MASONRY
<br /> _ -f Toa�TE � ioP�re f- . :" .� 1/4�MAX. SHIM
<br /> � INT.iRAIX INT.TRACX + �
<br /> PECORA 896
<br /> �' PECORA 896 S1F2UCTURAL GRADE INSTALLATION
<br /> STRUCTURAL GRADE SILICONE CAULK ' ANCHOR,
<br /> = INSTALLAlION ANCHOR,
<br /> W SIUCONE CAULK (SILL INIERIOR) SEE NOTE 2 •ti�+• SEE N07E 2
<br /> � � (SILL EXTERIOR)
<br /> � � �. t:.,';•; t" 1% WOOD BUCK
<br /> � — — — � �� MIN. EDGE DIST.,
<br /> � CONCRETE ��,'• SEE NOTE 2
<br /> MASONRY I SILICONE CAULK
<br /> � 1 SILL MIN. EMBED. (EXT, PERIMEiER)
<br /> � M SEE NOTE 2
<br /> �
<br /> '= NOTES: C� JAMB
<br /> --�BOTTO�e UiE �BOTiOM Ll1E f- 1.Thls Installatlon has been evaluated for use In locellons edhering[o the Floride Bullding Code outelde the HVHZ,and where pmesure requlrements as detertnlned ty ASCE 7 Mlrilmum Deslgn Loads for
<br /> ExL TRpqC E%f.7Rnpc Buildings and Olher S WcWres du not ezceed Ihe dasign plassure ratings herein, � '�
<br /> 2.For arichoring[o solid unaackad concrete(min.compressive strength of 2000 psi),use 3/16'ITW Tapcons witti 1"min.embedment and 1-1/8'min.edge distance.For an orin�q to uncracked,hdlow or
<br /> grout�lled concre[e masonry units(mniomting with atreng�h requlrements of ASTM C90,117 PCF min.density),use 3176'ITW Tapcons witl�1'rtrin.embedment and 2"m�edge distance.A minimum
<br /> center-tocenter spacing of 3°shall 6e malntelned between all ITW Tapcons In any dltectlon.For anchoring to wood(Southem Plne or G=0.55 min.),use iJ10 xrood spews wtih 1�/8"min.em6edment and
<br /> � 'a 7/8"min.edge dlsfence.
<br /> ' 2 -}- 3.All Intedor end ezledor perlmeter surfaces af the wlndaw must be raulked,
<br /> I 4.Anchar type,slze,spacing,em6edment,and edga dlstance shall be as spedlled In Ihese drawings.
<br /> 5.Anchor em6edment to substrale shall be beyond wall dressing or e[ucco.For masonry openings with wood bucks less Ihan 1-1/2"thkk embedment ehall be beyond xrood bucks,i(used,and Inlo masonry
<br /> substrate.Wood bucks wlth masonry aro optlonal.
<br /> fi.Wood or masanry openlnc�s,bucks,and buck fasteners.by othera,shall be properly deslpned and Installed fa transfer vAnd bads to tl�e structure.
<br /> a 7.The responsihllky for seledlon of Simontan producls to meet any appllcable bcal laws,bullding codes,arcllnances,or other safely iequlremenls rests sdelyw{th�ha archilect,bullding owner,ar mntractor,
<br /> "W�MAX.OVERALL FRAME N7DTH 8.Shlms are requlred whefe paps of grea�er then 1/76"exlst 6elwaen opening end frame.Max.shim stack Is 1/4" Shims shall be load-bearing and mpable af iransferring Iwds to tha subshale.
<br /> 9.When used in areas requirin9�mpact protedinn,[his producl requires ihe use o(approved impact resistent shu[lera orotl�er extemal protection.
<br /> A �ZE CHAftT 10.SeaGng end flashing by alhers should be applied using Ihe ASTM E 2112 malhodology appropriale far Ihe opening into which the product Is being installed.Ovarall water penetration resislance of the
<br /> Installed product Is nol oddressed In lhis dmvAng ond Is lhe reaponslblllty o(athate. A
<br /> OVERALL SIZE 11.Glazing shall comply wlUt ASTM E 1300-04
<br /> N7D7H HEICHT DP RATINC 12,All fasleners penelmllrg Into pressure treeled wood shall be capable of preventlng corroslon due to reacqon wllh pressure lreatment chemlcals.Any dlsslmllar maledals Ihat come Inio conlact shall be
<br /> � H� proteaed lo prevent reacllone In aocordance wlth code requlremenls.
<br /> 36' �2� fp5 PSF 13.A wind load duralion factor Cd=1.6 was used tor Ihe analysls of wood screws only.
<br /> �• 80• 14.Products shall be canstructed ae specifed in test raports B0881.01-50147-r0,C3504.01501-07-r0,C0835.01-501-07-r0,C3505.01-501-47-i0,C0837.01-108-07-r0,C4260.01-109-07i0,
<br /> C4258.01-109-07t0,C0826.01-109-47-r0,C658fi.01-109-47�r0 and B7729.01507�47-r1 by Nchilectural Tes6ng,Inc.
<br /> 44° 63"
<br /> 36' 74" f35 PSF
<br /> 53' 71" �� ��////jjj : :
<br /> DISCLOSURE STAIEMFNT MS FlN131: (�JSIMONTON� B INOZ4Z ¢�
<br /> 36° 63° This dowment i !ha propvty of Stmantm Wndo�n,Miich Dimensionol Tderances
<br /> f45 PSF retutns all proprlet�y md other rlqhts to Its eubject motter. Unless Otherwlee Soecitietl fU W � �� u o w 5 DRAwN BY: OATE:
<br /> ����.�.�.Yr� r.o.o. oz/so/oe
<br /> 44 6J i mt ia providod!o Iha recipimt an tha e:preased OY k TEMPFR: p1Eq(ED BY:0 TE;
<br /> conCitian thot it is not lo be diadoeed,reproduced M whWe or Painsboro,R'V 26415
<br /> 36� 84" parl,nor uaed In conj�nctfon with Ne design,manufoctun or U . Declmale Mglea SCAIE: SNEET: APPR 0 9Y:OATE:
<br /> rePaa oi eooas for onyone othef Man Simrntan Wlntlo�e �
<br /> 36" 74` t50 PSF w(thout ita consant. Thia resWction daes nol Iimit the %t,03 FlT � °��
<br /> 3Z° 62" racipimt'e righte to utBize'IarmaUvn containad in fhia ' XX t Ol 0' 30 min. ��ES:
<br /> Aocument whitli ie propeAy obtatned han anather eource. NISH TREAiM NT: •X%X t.005 43-OB/43-17 9Nq.E HUNG
<br /> FlLE:IN0242 Tn'E'
<br /> 4 3 _ 1X BUCH INSTALLATION
<br /> 2 �
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