Laserfiche WebLink
`,ttitU tltttftij �..✓l REV. <br /> f REVISIONS: REVISED DATE: <br /> MODEL. DESIGNATION: Simonton Series 43-i7 Vinyl Fixed Window `;��`> ee �G� j jr�- T FYbA�N & T.D.D. 03/02/10 <br /> gent �i 4 15 2020 1 <br /> MAXIMUM OVERALL NOMINALI Lucas Turner _ LUCAS A.TURNER, P.E. oA�AAi.D I 0 S AN E T,D.D. 11/27/11 <br /> 7F See Size Chart -_ ' No.58201 *' FL PE#5B201 2 ES 15&_16. <br /> 2020.04.15 _`x TURNER; * �= RNER ENGINEERING& 3 FASTENER FF6OR AL SU <br /> BS LbiH 11/09f15 <br /> DESIGN PRESSURERATING- See Size Chart 17.48:56 - CONSULTING, INC, <br /> F USAB ONFI RATIONS• p r00r �'.� --40 Vi ��� 2426 OLD NA CHEZ 9TRC TRL <br /> -05 <br /> '�t� fjy 1111A1�`` 8320 <br /> PH.9CAMDEN-3B0 TN 31574 <br /> GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wait thickness <br /> through which the anchor screw penetrates is a minimum of 0.070". <br /> INSTALLATION FASTENER <br /> MIN,EDGE DISC, SEE TABLE 1 <br /> 9"O.C. SEE TABLE t <br /> 6` MAX. T P. 6" SILICONE SUBSTRATE BY OTHERS MIN.EMBED., <br /> CAULK MIN EMBED., SEE TABLE 1 <br /> SEE TABLE 1 <br /> Q SIZE CHART SILICONE CAULK SUBSTRATE BAERI'/4 <br /> m OVERALL SIZE 1/4`MAX.SHIM <br /> WIDTH HEIGHT DP RATING E CAULK <br /> " "H" INSTALLATION FAAX. SHIM <br /> 0 96" 72" ±30 PSF HEAD _ SEE <br /> ct 96" 63" ±35 PSF <br /> = q 74" 63" t50 PSF MIN. Ea 1/4"MA7f.SHIM SEE 80" 48" ±55 PSF SIUC'NE CAULK , <br /> SUBSTRATE B OTHERS JAMB <br /> SILICONE <br /> q CAULK MIN.EMBED., <br /> SEE TABLE i <br /> a <br /> MIN,EDGE DIST... INSTALLATION FASTENER <br /> SEE TABLE 1 SEE TABLE 1 <br /> /��/ SILL <br /> _ <br /> /ter < <br /> 1.This Installation has been evaluated for use In locations adhering to the Florida Building Code outside the HYHZ,and whom pressure <br /> `O 1.This requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure <br /> ratings herein. <br /> 2 All Inferior and exterior perimeter surfaces of the window must be caulked. <br /> 3.Anchor type,size,spacing, embedment,and edge distance shall be as specified in these drawings.Use appropriate anchorage from Table 1 <br /> occording to substrate type.A minimum center-to-center spacing of 3"shall be maintained between all Elm Ultracons In any direction. <br /> Anchor embedment to substrate shall be beyond wait dressing ar stuaao.For masonry openings with wood bucks tens than 1-1/2'thick, <br /> v embedment shalt be beyond wood bucks,If used,and into masonry substrate.Wood bucks with masonry are optional. <br /> `W"MAX. OVERALL FRAME WIDTH 6.Wood or masonry openings,bucks,and buck fasteners,by others,shall be properly designed and Installed to transfer wind loads to the <br /> structure. <br /> 7.The responsibility for selection of Simonton products to meet any applicable local laws,building codes,ordinances,or other safety <br /> TABLE 1: INSTALLATION FASTENERS TABLE requirements rests solely with the architect,building owner,or contractor. <br /> SUBSTRATEANCHOR P N. ED IN. E G i 8.Shins are required where gaps of greater than 1/16"exist between opening and frame.Mox.shim stock Is 1/4`, Shims shall be <br /> A CONCRETE (2.65 KSI MIN. 3 16" ELCO ULTRACON 1" 1" load-bearing and capable of transferring loads to the substrate. <br /> B HO O OR G OUT-FREE CMU 9.When used in areas requiring Impact protection,this product requires the use of approved Impact resistant shutters or other external <br /> A�C90 3/16"ELCO ULTRACON 1-1/4" 2 1/2` protection. <br /> C 2X MIN, SOUTHERN PINE WOOD 10.Seating and flashing by others should be applied using the ASTM E 2112 methodology oppropriate for the opening Into which the product <br /> G=0.55 3/16"ELCO ULTRACON 1-3j6" 3/4" is being installed Overall water penetration resistance of the Installed product Is not addressed in this drawing and is the mponsWity <br /> of others. <br /> D G-QI�S SOUTHERN PINE W00010 WOOD SCREW 1-3/6" 3/4" 11.Glazing shall comply with ASTM E 1300-04 <br /> 12.All fasteners penetrating Into pressure treated wood shall be capable of preventing corrosion due to reaction with pressure treatment <br /> 16 GAUGE 0.060 MIN.STEEL - FULL THREAD 1 j2" chemicals. Any dissimilar materials that come into contact shall be protected to prevent reactions In accordance with code <br /> STUD 33KSI YIELD MIN. SELF-DRILLING SCREW requtramenta. <br /> F 1 8 UM. 6063-TS MI , OR 10 GRAD 5 SELF- PING FI1LL THREAD 1/2" 13.A wind load duration factor Cd=1.6 was used for the analysis of wood screws only. <br /> i 6`STEEL 3 KSI MIN. DRILLING SCREW 14.Products shall be constructed as specified in test reports ATI-A9230.01-501-47.ATI-A6139.01-501-47 and ATI-C3501101-501-47, <br /> D1RfL6SinK sTATFMLt1r El <br /> WIN NO. 3 <br /> This document is the property of Simonton Windows,whichFIA <br /> NISH: Dimensional Tolerances �SIMONTON'DRAWN BY: Dq retains oll proprietary and other rights to Its subject matter. Urieee otherwise Saecified w 1 N 0 0 w s <br /> This dawmen Is provided to the reelplant on the expreneed & P "" 1 Cochrane Avenue T.D.D. 12 01 09 <br /> condition that It is not to be diseased,reproduced to whole or Pcmuboro,WV 25d15 CHECKED BY:GATE: <br /> Part,oar used In conjunctlon with the design,manufacture or Decimals Angles <br /> repair of goods for anyone other than Simonton Windows SCALE: EET: APP D BY. DAIL- <br /> without Its consent, This restriction does not limit the E AREA: %d:.03FIT 1 of 1 <br /> rectpisnt'e rights to utilize Intartnotbn contained In file XX d:.01 0' 30 min.document whih Is properly obtained ham dnother source. xXX f 005 43-17 PICTURE FIXED WINDOW <br /> E IN00BB MULTIPLE SUBSTRATE INSTALLATON <br />