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7 REV. REVISIONS: REVISED BY. DATE: <br /> MODEL <br /> nton <br /> le <br /> MAXIMUM�OIVERALOL NOMINAL SIZE: SeeoSize Chla9t seenSheetel 43-06 / 43-17 Vnyl WindowtiDREW,����QS, G...... 1 018 3 UPDATE ANCHOR 2 UPDATED SIZES PNOTES REPORTS.ER NEW TEST LMH 06%6/15 <br /> DESIGN PRESSURE RATING: See Size Chart, see Sheet 1 No 58201 t�p LUCAS A. TURNER, P.E. 4 ADDED SIZE TO SIZE CHART. LMH 01/05/17 <br /> * *= FL PE 58201 <br /> TURNER ENGINEERING 5 ADDED SIZE To SIZE CHART LNH 06/05/18 <br /> & <br /> USABLE CONFIGURATIONS: 0 -a; * �q� CONSULTING, INC. 6 ADDED TABLE 1 do SHEET 2. LMH 11/26/18 <br /> X V. STATE OF .W (COA# 29779) <br /> O•. •At 2428 OLD NATCHEZ TRACE <br /> GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The wall thickness through ++++�cc% TRAIL, <br /> eatD N. TN 38320 <br /> which the anchor screw penetrates is a minimum of 0.090". ++ ONAt> ��� <br /> TABLE 1: INSTALLATION FASTENERS TABLE <br /> ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED DISTANCE <br /> A CONCRETE (2 KSI MIN.) 3/16- ITW TAPCON 1-1/2" 1-1 8" <br /> B HOLLOW OR GROUT-FILLED CMU 3/16" ITW TAPCON 1" 2" <br /> 117 PCF MIN. <br /> C 2% MIN SOUTHERN PINE WOOD 3/16" ITW TAPCON 1-3/8" 7/8" <br /> G=0.55 <br /> D 2% MIN. SOUTHERN PINE WOOD #10 WOOD SCREW 1-3/8" 7/8" <br /> G-0.55 <br /> E 16 GAUGE 0.060 MIN. STEEL 1 #10-16 ITW TEKS FULL THREAD 1/2" <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 Installation has been evaluated for use In locations adhering to the Florida Building Code outside the HVHZ,and where pressure requirements as determined by ASCE 7 Minimum Design Loads for <br /> Buildings and Other Structures do not exceed the design pressure ratings herein. <br /> 2,All Interior 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 aocording to substrate type.A minimum center-to-center <br /> spacing of 3"shall be maintained between all Eko Ultracons in any direction. <br /> 4.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 beyond wood bucks,if used,and into masonry <br /> substrate.Wood bucks with masonry are optional. <br /> 5.Wood or masonry openings,bucks,and buck fasteners,by others,shall be properly designed and installed to transfer wind loads to the structure. <br /> 6.The responsibility for selection of Simonton products to meet any applicable local laws,building codes,ordinances,or other safety requirements rests solely with the architect,building owner,or <br /> contractor. <br /> 7.Shims are required where gaps of greater than 1/16"exist between opening and frame.Max.shim stack Is 1/4". Shims shall be bad-bearing and capable of transferring loads to the substrate. <br /> 8.When used In areas requiring impact protection,this product REQUIRES the use of approved Impact resistant shutters or other external protection. <br /> 9.Sealing and flashing by others should be applied using the ASTM E 2112 methodology appropriate for the opening into which the product Is being Installed. Overall water penetration resistance of the <br /> Installed product Is not addressed in this drawing and is the responsibility of others. <br /> 10,Glazing shall comply with ASTM E 1300. <br /> 11.All fasteners penetrating Into pressure treated wood shall be capable of preventing corrosion due to reaction with pressure treatment chemicals. Any dissimilar materials that come into contact shall be <br /> protected to prevent reactions in accordance with code requirements. <br /> 12.A wind load duration factor Cd=1.6 was used for the analysis of wood screws only. <br /> 13.Products shall be constructed as specified in test reports B0681.01-501-47-rO,C3504.01-501-47-r0,C0835.01-501-47-rO,C3505.01-501-47-r0,C0837.01-109-47-rO,C4260.01-109-47-rO, <br /> C4258.01-109-47-rO,C0826.01-109-47-rO,C6586.01-109-47-rO,D2908.01-501-47-r0 and B7729.01-501-47-r1 by Architectural Testing,Inc. <br /> 14.Designation"X"Is for Operable Panel and"O"is for Fixed Panel <br /> 15.Use 100%pure silicone caulk compliant with AAMA 800 Section 1-Sealant Specifications for use with Architectural Fenestration Products.For more detalls visit 51monton.com. <br /> 16.Use a backer rod on all joints>3/4"deep and/or wider than 1/4". Finished caulk joint should be a minimum of 3/8"deep. <br /> MAIERIA• ZE:ORAWIN NO.: EV, <br /> DISCLOSURE STATEMENT �SIMON TON' B IND242 6 <br /> This document Is the property of Simonton Windows,which FINISH: Oimenslonal Tderance9 w 1 n o 0 w 9 DRAWN BT: DATE <br /> retama ail prepristory and other right.to its subject matter. Unleae Olherwtee� T.D.D. 02/20/08 <br /> Thh document h provided to the recipient on the e>pre."M 0 h TEMPER: 1 Cocbrme Avenue CHECKED BY:DATE <br /> ditlon that It Is not to be disclosed,reproduced In whole or P—bora,WV 26415 <br /> part,non used in conjunction with the design,manufacture or Decimals Angles <br /> repot of goods for an a other than Simonton Windows SCALE: EET: APPR O BY: DATE: <br /> without Its consent Thle restriction does not IMIt the %t.0} FIT 2 of 2 <br /> redpient'.rights to utilize information contained in this <br /> RFACE AREA' i %%t O1 0' 30 min. SFJi1ES <br /> doaenont which is property obtained from another source. iN ,)00t .01 43-08 43-17 SINCE HUNG <br /> TITLE, <br /> Fl<E:FL 5414.4 1%BUCK INSTALLATION <br />