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Rom' RIN,Sa.- ENsm BY DALE:
<br /> I Itrz 06/OS/2018 if
<br /> N, Simonton
<br /> M00 AA�IID.IEQIVFRA D NOMINAL 512E• See Size Charte Hung Series 43-06/,43-17 Vinyl Window OENS't,T�!�4i�e TURFL PE NER E 111 18201 @ 2 upOATED s PER cnN[w LEST RO�aRTs TnD. oio/t2/os
<br /> `JCT t(t GGNSULTNO•INC. 1 UPOAiE ANCH News WH m/Ie/15
<br /> DESIGN PRESSURE RATING See Size Chart • NO 5ffi01 �'p: (COA 9 29779)
<br /> 1239 JABARA AVE 4 ADOM SIZE TD SIZE CHMT, m/05/17
<br /> NORM PORT,EI }4288
<br /> AB CONFIGURATIONS- O '"O' :�� PH.941-}80-1574 5 AOOm S1E 1C1 9ZE gIMT m/m/IB
<br /> X :9�.• STATE OF :;Ws
<br /> e�'�'•P V.. •% MIN.EDGE DIST., j
<br /> GENERAL DESCRIP1kON: The head and side iambs are extruded PVC.The wall thickness through �a F• O.ni
<br /> ..... O�p`�, SEE NOTE 2
<br /> which the anchor screw penetrates is a minimum of 0.090". eAA4 CONCRETE
<br /> INSTALLATION ANCHOR MASONRY
<br /> (SEE NOTE 2) SILICONE CAULK MIN.EMBED.
<br /> k (EXT.PERIMETER) SEE NOTE 2
<br /> 8•� �6;�
<br /> 1%WOOD BUCK
<br /> INTERIOR
<br /> AO SASH TRACK INSTALLATION ANCHOR.
<br /> Q T WAIX SILICONE CAULK I%*. (E
<br /> SEE NOTE 2 (INT.PERIMETER) CAULK
<br /> l EXTERIOR I/4•MAX.SHINRIMETER)
<br /> 3 SASH TRACK CONCRETE
<br /> MASONRYe MAX.SHIN
<br /> oi Ile MAX.SHIM (1 HEAD
<br /> -fw�i'EAa wi m:a� INSTALLATION
<br /> RfX+
<br /> INSTALLATION ANCHOR. EE NOTE 2
<br /> SILICONE CAULK SEE NOTE 2
<br /> 9UCONE CAULK (SILL INTERIOR)
<br /> (SILL EXTERIOR)
<br /> MIN.EDGE OIST,
<br /> 1X w0OD BUCK SEE NOTE 2
<br /> CAULK
<br /> ID4CONCRETEMIN ENIMETER)
<br /> MASONRY SEE NO
<br /> ^ SILL �11' JAMB
<br /> NOTES:
<br /> 1.This Installation has heen evaluated for Ise in locations adhering to the Florida Building Code outside the HVHZ,and where pressure requirements as determined by ASCE 7 Minimum Design
<br /> -".a—uTE a.—mE4 in
<br /> - twits for Buildings and Other Structures do not exceed the design pressure ratings here .
<br /> E%T.m4a Eli.mAa 2.For anchoring to solid unc acked conkTe[e(min.compressive strength of 2000 psi),use 3/16'TT W Tapoons with 1•min.embedment and 1-1/8'min,edge distance.For anchoring to
<br /> racked hollow or gra,"lled mrnaeM masonry units(conforming with strength requirements of ASTM C90,117 Pff min.density),use 3/I6'ITW Tapcons with I•min.embedment and 2-
<br /> min.edge distance.A minimum center-to -ter spacing of 3-shall be maintained between all ITW Tapcom In any diredlan.For anchoring to woad(southern Pine or G-0.55 min.),use#10
<br /> Zto wood screws with 1-3/8'min.embedment and 7/8'min,edge distance.
<br /> 3.All Interior and extenor penmeter surfaces of the window must be caulked.
<br /> 4.Achar type,size,spacing,embedment,and edge distance shall be as specified In these drawings
<br /> 5.Anchor embedment to substrate shall be beyond wall dressing or stucco.For masonry openings with wood bucks less than 1-1/2 thick,embedment shall be beyard wood butte,if used,and
<br /> Into masonry substrate.Wood bucks with masonry are apu.-I.
<br /> Q 6.Wood or masonry openings,bucks,and buck fasteners,by others,shall be property designed and Installed to transfer,wind leads to Me structure.
<br /> 'Vr MAX.OVERALL FRAME WDTH 7.The responsiselectionrty ity far selection of Simonton products to meet a applicable lout laws,building codes,aremances,or other safety requirements rests solely with the architect,budding awrxs,
<br /> centredor.
<br /> 517E CHART 8.Shims are required where gaps of greater than 1/16-exist between opening and frame.Max.shim stack Is 1/4'.Shims shall be load4m aring and capable of transferring loads to the
<br /> substrate.
<br /> OVERALL SIZE 9.when used in areas requiring r Impart be protection,mI product requires 2 use of approval impart resistant shutters or other the
<br /> protection.
<br /> K7DTH HEIGHT OP RARNG 10.Sealing and flashing by others product
<br /> 1,be applied using the ASTM E 2112 methodology appropriate for Me opening into which[M product Is being installed.Overall water penetration
<br /> •W'H• resistance of the Installed pmdud Is not addressed in this drawing end Is the responslbllity of others.
<br /> 36' 72' 11.Glazing shall comply with ASTM E 1300-04
<br /> d:25 PSF 12.All fasteners penetrating Into pressure treated wood shall be upabke of preventing corrosion due to reaction with pressure treatment cheMuLs.Any dissimilar materials thatcome Into
<br /> 48' 80' contact shall be protected to prevent,reactions In accordance with code requirements.
<br /> 44- 75' i70 PSF 13.A wind load duration factor Ctl=1.6 was used for the analysis of wood screws only.
<br /> 44' 63' 14.Products shall be constructed as specified In test reports 50681.01-50147-rO,C3504.01-501-47-rO,C0835.01-5014710,C3505.01-SM47Y0,C0837.01-1094710,C4260.01-1094710,
<br /> 36• 74• ±35 PSF C4258.01-10947-rO,C0826.01-309-47-rO,C6586.01-10947-r0,D2908.01-50147-r0 and 87729.01-501.47-rl by Architectural Testing,Inc.
<br /> 53' 71• AIE - 9E' RAIN0 42
<br /> bl a E TA--I SIMONTON' a N0242 s
<br /> 36• 63• Rn�tan malmmt is Ina pr�al7 m--Ion es Oct t us nNlsl: Okn°Iswnal racances . I . o noot
<br /> t45 PSF nu. an
<br /> proprietary ono awv ngnts to its aAjeel moth. Unless othe..�se so T.OD. 02/20A1a
<br /> 44- 67• T dl- 11 11 preNaea to Ina rctlpimt an me e¢resed oY h IOUPFR I CadameAwma UfEO(ED BY.DALE:
<br /> 36' B4• alum Inat it la not to De datlbeM.repreO,ced H Mlda m UN ➢e dmn,WV 26115
<br /> pat,no uaca in cmHneNan Nib the aevgn,mmufacbne m oec'vnala Mgln
<br /> 36' 74- L50 PSF repot/of 9ooaa tar myme Dunn lnm smmmn Wndoxs 6CnlE: SEIFTT: APPRVO BY:OAIE:
<br /> Anaal its-1.1 Olie lest,Von does not limit the x 3 a3 FIT of 1
<br /> 72• 62• rmiPim"s n9hta Ia.lane mfwnlalion rnnI.,-inwI, RFA�AREA: .xx 2.01 0' M min. SDaES
<br /> doammt.ni.is pr y abtd-kom another source A.} Offs u-06/43-17 9NQE HUNG
<br /> IMsn ATNEx: nTIE:
<br /> FlIE FL 5414.4 IX RUN INSTALLATION
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