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Simonton g series MODEL DESIGNATION: Simon/07Doul0 Hun vinyl Wlndow5/07-75/75-09/ ��j41�tORELV,��i� �-7" Rs' REVISIONS: REVISED BY: DATE: �"'C' .1//'G 04/1J/2018 AooEOI+mEslselE T.G... unoAl MAXIMUM OVERALL NOMINAL SIZE: See Size Chart V4"\G E NS 'QA�i Lucas Turner LUCAS A.TURNER,P.E. V �' F••,1•�'� AOOEp NIN.FOGF GIST.HOIE 6.IS 06/I9/IS J; .0 2018-04-24 FL PE 0 56201 DESIGN PRESSURE RATING See Size Chad ��. No 58201 1i1: 12:12+20;00 TURNER ENGINEERING& mNinnFte suosm—esnFerz [wr mrryn , USABLE CONFIGURATIONS: % •"�" * `*w (COA(I 2 CONSULTING 9779)INC. to AGGED AN[HGn nEsr.BIRENENTe To el plMT. e9/rytr % -a 1239 JABARA AVE, morass to srzE piMr. Duane GENERAL DESCRIPTION: The head,sill,and side Jambs are extruded PVC.The Wall thickness STATE OF ;•01 Z NORTH PORT, FL 34288 through which the anchor screw penetrates Is a minimum of 0.142". 0rf, PH.941-380-1574 P: C MIN.EDGE DIST. ��S C R:O G\� SEE TABLE 1 /ltffrtetltl INSTALLATION FASTENER SEE TABLE 1 SUBSTRATE SIZE CHART BY OTHERS 6"MAX�I 6"MAX I OVERALL SIZE SILICONE CAULK MIN.EMBED. CIRCLED (N.PERIMETER) SEE TABLE 1 WIDTH HEIGHT ANCHOR DP RATING SEE NOTES 15&16 "W" "H" LOCATIONS SILICONE LK MIN.EMBED. Q RE UIRED? (INT.PERIMETER) SEE TABLE 1 \ x 48" 80" NO f25 PSF SEE NOTES 15&16 g 48" 80" NO\ f35 PSF 1/4"MAX.SHIM SILICONE CAULK Z 52" 71" NO SUBSTRATES O'SEN. METER) 1O IS&16 53" 80" YES 4:40 PSF BY OTHERS 36" 63" NO t50 PSF HEAD SHIM v 36" 72. ErLh INSTALLATION FASTENER 36" 72" YES t55 PSF SEE TABLE 1 CIRCLED ANCHOR LOCATIONS 1/4"MAX.SHIM NREQUIRED FOR SOME SIZES, 5EE SIZE CHARTSILICONE CAULK SEE NOTES I5&16 SILICONE CAULK MIN.EDGE DIST.EE NOTES 15&16 SUBSTRATE SEE TABLE 1 ULK BY OTHERS . METER) >o SEE NOTES 1S&16 T m SILL ]AMB 7n " NOTES �-/�— 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 Buildings and Other Structures do not exceed the design pressure ratings herein. X 2.All Interior and exterior perimeter surfaces of the window must be caulked. 3.Anchor type,size,spacing,embedment,and edge distance shall be as specified In these drawings.Use appropriate anchorage from Table 1 according to substrate type.A minimum center-to-center spacing of 3"shall be maintained between all Elco Ultracons In any direction. 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 substrate.Wood bucks with masonry are optional. 5.Wood or masonry openings,bucks,and buck fasteners,by others,shall be properly designed and Installed to transfer wind loads to the structure. \ —L 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 T-r architect,building owner,or contractor. 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 load-bearing and capable of transferring loads to the substrate. d B.When used In areas requiring Impact protection,this product REQUIRES the use of approved Impact resistant shutters of Other external protection. 9."W"MAX.OVERALL FRAME WIDTH 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 Installed product Is not addressed In this drawing and Is the responsibility of others. 10.Glazing shall comply with ASTM E 1300. 1O 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 protected to prevent reactions In accordance with code requirements. 12.A wind load duration factor Cd=1.6 was used for the analysis of wood screws only. TABLE 1: INSTALLATION FASTENERS TABLE 13.Products shall be constructed as specified In test reports ATI-A6989.01-501-47,ATI-C9020.01-501-47,ATI-C9025.01-501-47,ATT-D2914.01-109-47, ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN. EDGE ATI-02916.01-109-47,ATI-C2266.01-309-47 AND ATI-DO300.01-501-47-r0. DISTANCE 14.Designatlon"X"and"O"stand for the following: X:Operable Panel-O:Fixed Panel. A CONCRETE 2 KSI MIN. 3/16'IIW TAPCON 1-1/2- 1-1/8- 15.Use 100%pure silicone caulk compliant with AAMA 800 Section 1-Sealant Specifications for use with Architectural Fenestration Products. For more detalls visit 0 LO OR GROUT-FILLED CM 3 16•IIW TAPCON 1" 2" B Slmonton.com. 117 PCF MIN. / 16.Use a backer rod on all joints>3 4"deepand/or wider than 1 4". Finished caulk joint should be a minimum of 3/8"deep. C 2X MMI55 SOUTHERN PINE WOOD 3/16-nW TAPCON 1-3/8" 7/8' / / MATERIAL: / 7DRAWIN : RD2X SO ERN PI OOD r10 WOOD SCREW 1-J B• 7 B" DISCLOSURE STATEMENT RMSFlNISH: l SIMONTON� 11 N*55. / / This document Is the property of Simonton Windows,which retains all Dimensional Tolerances %/ us/EE AUE 0.060 IN. STEEL 10-6ITV/TEKS proprietary and other rights to Its subject matter.ThIs document Is unless Otherwise Specified w I N u u w s 33KS YIELD MIN. SELF-DRI WNG SCREW FULL THREAD 1/2" prmided to the redWent on the expressed mnd0mn that R Is not to be Al DY A TEMPER: I Cochrane Avenue E; D7 dlsd—dl,re PNnshpm WV 26415E: ALU fi08J-5 MIN. OR 10 GRADE 5 5 LF-TAPPI G n.oduced In whale cur party nor used IN canjundlon with the wEIG T; vowM; De4mals nngles F 1 B"STEEL 36 KS I MIN. DRILLING SCREW FULL THREAD 1/2" design,manufacture or repair of goods for anyone other than Simonton SHEET:Windows without Its consent.This reslrlcu-does not limit the SCALE: ApPRV'D BY; DATE: recipient's rights to utillze Information contained In this document which SURFACE AREA: P R E: .X*.03 FIT Is properly obtained from another source. .xx*.01 0"30 In. SERIES: FINISH TREATMENT: .Xxx*.005 7S-75/07-75/75.09/07-09/07-10/07-20 DH FlLE:FL 5I67.15 TITLE: IX BUCK INSTALLATION