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' REWSION. REvSED BY DAME
<br /> N` Simonton
<br /> LUCAS A.
<br /> LY
<br /> MOD AIL MAXIMUM RA 10 NOMINAL SI See Size Chaste Hung Series 43-06/43-17 Vinyl Window `59,pNG�NSgTb y TURNER PE
<br /> B20 dt 2 UPDATED 91ES PFAa NEW 16TDREPORTS. TOO. 0/tl/m
<br /> J f to CONSOLING.INC.
<br /> DESIGN PRESSURE RATING: See Size Chart _ No 58201 I. (COA 1 29778) 3 UPDATE ANCHOR NOTES IMN 06/16/15
<br /> 1239 JABARA AVE. ♦ ADDED SUE TO SIM MARY.. um mI.A7
<br /> USABLE
<br /> CONFIGURATIONS-0 NORTH FORT.R 342� 5 AWED 511E To 92E dARi m/m/ne
<br /> K '9 STATE OF ,fL� PH.941-380-1574
<br /> GENERAL DESCRIPTION: The head and side iambs are extruded PVC. The wall thickness through O...... KIN.ENO DISL,
<br /> which the anchor screw gew penetrates is a minimum of O.Og0'. 4SS�ONA `�`,,, CONCRETE SEENOTE 2
<br /> INSTALLATION ANCHOR MASONRY
<br /> (SEE NOTE 2) SILICONE CAULK MIN.EMBED.
<br /> 1 (EXT.PERIMETER) SEE NOTE 2
<br /> 1 1X WOOD BUCK
<br /> NTEI80R
<br /> IX AD SASH TRACK SILICONE CAULK
<br /> a i,mAIX INSTALLATION ANCHOR. 1%YA00 BUCK
<br /> SEE NOTE 2 (INT.PERIMETER) SILICONE CAULK
<br /> �� EXTERIOR 1/4-MAX SHIM (IN T.PERIMETER)
<br /> 0 3 SASH TRACK
<br /> CONCRETE
<br /> in Ci �1 MASONRY '�f-'�:: 1/4'MAX-SHIN
<br /> 16 tle MAX SHIN HEAD
<br /> -4wa uTE Top UTEf- IN
<br /> r.mAIX w.mpIX ANCHOR,
<br /> INSTALLATION ANCHOR, gE NOTE 2
<br /> — SILICONE CAULK SEE NOTE 2
<br /> SUCONE CAULK (SILL INTERIOR)
<br /> (SILL EXTERIOR)
<br /> MIN,EDGE DIST.,
<br /> 1X WOOD BUCK SEE NOTE 2 -T-
<br /> 1 SILICONE CAULK
<br /> CONCRETE MIN.EMBED. (EXT.PERIMETER)
<br /> TN MASONRY SEE NOTE 2
<br /> ^ I SILL 1 JAMB
<br /> NOTES:
<br /> i 1.This Installation has been evaluated for use In locations adhering to the Florida Budding Code outside the HVHZ,and where pressure requirements as determined by ASCE 7 Mmimum Design
<br /> -rc80ROM LIME emlw.A&i Loads for Buildings and Other Structures do not e%ceed the design pressure ratings he train.
<br /> EYr.mAIX EYi.mAdK 2.For anchoring to wild untracked conlcrete(min.compressive strength of 2000 psi),me 3/16-ITW Tbpcons with 1-min,embedment and 1-1/8'nun,edge distant¢For anchoring to
<br /> uncradtel hollow or grout-filled concrete masonry units(Conforming with strength negWremends of ASTM C90,117 PCF min.density),me 3/16•ITW Tapcom with 1'min.embedment and 2'
<br /> T min.edge distance.A minimum center-to-center spatlng of 3'shall be maintained between all ITW Topcons In any direction.For archadrg to wood(Southern Pine or G=0.55 m1m),use#10
<br /> Wood screws with 1-3/8'min.embedment and 7/6'min.edge distance.
<br /> 3.All interior and exterior perimeter Surfaces of the window must be Caulked.
<br /> 4.Anchor 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/r thick embedment shag be beyond wood buds,if used,and
<br /> Info masonry substrate.Wood bucks with masonry are optional.
<br /> Q 6.Wood or masonry aperings,bucks,and buck fasteners,by others,shall be property designed and Installed to transfer wild loads to the structure.
<br /> -W MAX.04ERALL FRAME WIDTH 7.The responsibility MrseleMan of Simanton products to meet any applicable local laws,bullding codes,or 5—s,or other safety requirements rests solely with the arrhitact,building owner,
<br /> Contra 9ZE CHART 8.Shims are required where gaps or greater than 1/16'exist between opening and fame.Max.shim stack Is 1/4'.Shims shall be load-bearing and Capable of oansterring loads to the
<br /> substrate.
<br /> OVER SIZE 9.When used In areas requiring impact protection this product requires the use of approved Impact resistant shutters or other eat coal protection,
<br /> MDTH' HEIGHT DP RATING t0.Sealing and flashing by others should be applied using the ASTM E 2112 methodology appropriate for the opening Into which the product Is being msstalled.Overall waterpenebation
<br /> re W" -H- sistance of the Installed pmduct Is at addressed in this drawing and Is the responsibility of others.
<br /> 36• 72' It*Glazing shall com ply with ASTM E 13GG-04
<br /> t25 PSF 12.All fasteners penetrating Into pressure treated wood shall be capable of preventing corrosion due to reaction with pressure treatmend chemicals.Am/disslmgar materials that Came Into
<br /> 48- BO' Contact shall be protected to prevent reactdans In accordance with Code requirements
<br /> 44- 75- 230 PSF 13.A wind load duration factor Cd=1.6 was used for the analysis of wood screws only.
<br /> 4e 63' 14.Products shall be contacted as SpMfled In test reports 80681.01-50147-r0,C3504.01-501-47-00,C0835.01-5 0 1 4 7-r0,C3505.01-50147-N,03837.01-1061 CA260.01-109-47-cq
<br /> 36' 74' t35 PSF C4258,01-1094710,C0826.01-109-47-r0,C6%6.01-10947-r0,02908.0 1-5 014 7-r0 and 87729.01-50147-rl by Architectural Testing,Inc
<br /> 53- 71- AIFlaAL 92E RAWN6 Na' EV.
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