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�' pEwgONS REwSm Bx DAIE MODEL DESIGNATION: Simonton Horizontal Slider Series 07-75/07-09 /07-10/07-20/ ,111Qtj0REW �x x� u DA D N s, Pop,AND 11/27/2017 TOO. 6/10 75-09 Vinyl Winder :a' .GENS''G'P' LUCAS A.TURNER,P.E. 4 No s o A isP N w c AN T.D.D.FL ar/I12/os/I1 e y'/ is P MAXIMUM OVERALL NOMINAL SIZE: See Size Chart �.Ji No SB201 .,111pL TUR ERENGmEERING Y 5 UPDAITTI 9ZE5 PEN NEW IESTwG TDD. 0.T/19/14 � CONSULTING,INC.}� e AcoEo Nw.mcE Om.NarE R.IS O6/19/15 DESIGN PRESSURE RATING- See Size Chart }� } _ (COA g 29779) uLM RA s a o 1239 JARARA AVE ) 92E CHART. �'P STATE OF 114 NOR USABLE CONFIGURATIONS, %% %O•. �� M PORT,FL 34288 PH.941-380-1574 GENERAL DESCRIPTION: The head,sill, and side jambs are extruded PVC. The wall thickness 'KCS•�.4•(OR T..... ,C through which the anchor screw penetrates is a minimum of 0.070". /%YS//oNA11 E?111 TABLE 1:INSTALLATION FASTENERS TABLE ID SUBSTRATE TYPE ANCHOR TYPE MIN.EMBED pIR7E A I CONCRETE 2 KSI MIN.) 3/18•ITW TAPCON 1-1/2• 1-1/8• B 117 PCF MIN. U-ILL MU 3/16.11W TAPCON 1• 2• C C r U M N I W 3/11-1TW TAPCON 1-3/8• 7/8- D 2G%'-Q 5 U N N W 110 WOOD SCREW 1-3/8• 7/8• E le NGLE 0.060 MIN.STEEL 10-i6 ITW TEKS FULL THREAD 1/2' D J3K I YIELD MIN SELF-DRILLMC SCREW F I B ALUM.6063-TS MIN.OR 10 GRADE 5 S -APPING NLL THREAD 1/2• 1 8•STEEL 36 Ksl MIN. DRILLING SCREW 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. 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-t—terspaang cf3' shall be maintained between all ITW Tepcons in any direction. 4.Anchor embedment to substrate shall be beyond wall dressing or stucco.For masonry openings with wood bucks less than 1-i/L'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 property designed and installed to transfer wind loads to the structure. 6.The responsibility for selection of Simonton products to meet any applicable local laws,building codes,ordinances,orother safety requirements rests solely with the 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•.Shlms stall be load-bearing and capable of transferring bads to the substrate. 8.When used in areas requiring Impact protection,this product REQUIRES the use of approved Impact resistant shutters or other external protection. 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 penebea5on 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. 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 woad screws orgy. 13.Products shall be constructed as specified in lest reports ATI-D2299,01-50147.ATI432300.01501-47-rt and ATI-02303.01-501-47-A. 14.Designation'X'and•0'stand for the following X:Operable Panel 0:Fixed Panel 15.Use 100%pure silicone caulk compliant with AAMA 808 Section 5-Sealant Specifications for use with Architectural Fenestration Products.Make sure sudaces are completelyfree from all rid caulk,damaged wood,wood fibers,grease,oil dirt,rust,mold or similar contaminants.Vacuum and clean opening surfaces completely.A fully primed surface is recommended,but not required.Cleaning of all surfaces should be done the same day of which the silicone caulk is to applied.For mom details visit Simonton.com. 16.Caulk application:recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F.Insure all contact surfaces are dean and dry including the new windaw(s).Use a backer rod on all joints>3/4•deep and/or wider than 1/4'.Finished caulk joint should be a minimum of 318•deep and make full contact with both the new window and structural opening surfaces.Silicone caulk should be forced into joint or compressed to assure full contact on both surfaces and to expel any air pockets. 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