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1111 aIrf REV REVISIONS: REVISE.BY: DATE: MODEL DESIGNATION; 07-09/07Simonton 0-10/o7.24ouble gVinyl Window Series 5/07-75/75-09/ ``5s�s�NuREttgr0 /'- r• aoatp Nm.rs a T.U.O, tl/TVII �• 'i Lucas Turner o4/1T/Rote er&� MAXIMUM OVERALL NOMINAL SIZE: See Size Chart �J{7t".•`ylC`k f1$4-1_'Q.`„ LUCAL A TURNER,P.E. olsT-note ;, 201 ti-44-24 FL PE j 58201 nn,.mre DESIGN PRESSURE RATING: See Sit.Chart No 58201 .''J3•. 12.12+20:00 TURNER ENGINEERINGh ouEueulnrce surstRATBe surara uw asnvu CONSULTING. INC. eooeo nnoma aspulaulEnts To soaa.wT. tWI osnvu USABLE CONFIGURATIONS: X * '*i' (COA 29770) x w 1239 JABARA AVE. .un&+urss ToslzzuuaT. uan o num :�•'. GENERAL DESCRIPTION: the head,sill,and side Jambs are extruded PVC.The wall thickness .• STATE CIF :W Z NORTH PORT,FL 34288 J4: PH. 941-380-1574 through which the anchor screw Penetrates Is a minimum of 0.142'. �'n'•''C( p 1°•'�'G w MIN.EDGE DIST. .. G SEE TABLE 1 0 .. S •, I*1ltstONA4 j?4.V .._ INSTALLAnON-FASTENER SEE TABLE I SUBSTRATE BY OTHERS SIZE CHART SILICONE CAULK MIN.EMBED. 6"MAX 6"MAX_L.,�. OVERALL SIZE SEE TABLE 1 �--I I I CIRCLED EEXT.PERIMETER) DP RATING SEE NOTES SS&16 WIDTH HEIGHT ANCHOR —_� MIN.EMBED. LOCATIONS SILICONE ULK SEE TABLET REQUIRED? SEE PERIMETER) 48' 80" NO 125 PSF SEE NOTES 15&16 q \ 48" 80" NO 1/4"MAX.SHIM SILICONE CAULK t35 IF52" 71" NO SUBSTRATES (INT.PERIMETER) `O 53" 80" YES d:40 PSF BY OTHERS SEE NOTES 15&16 36" 63" NO *50 PSF HEAD 41�14"MAX.SHIM ` ' 36" 74" NO INSTALLATION FASTENER X 36" 72" YES 3:55 PS F SEE TABLE 1 CIRCLED ANCHOR LOCATIONS Ij4°MAX.SHIM REQUIRED FOR SOME SIZES, x SEE SIZE CHART io SILICONE CAULK SEE NOTES 35&Sb SILICONE CAULK MIN.EDGE DIST. _ SEE NOTES 15&16 BY OTHERS SEE TABLE 1LCONE CAULK FNOT NOTES SEE NOTES 15&16 O /tom SILL IAMB t:� T m NOTES \d/ -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 Load's 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 I 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. S.Wood or masonry openings,bucks,and buck fasteners,by others,shall be properly designed and installed to transfer wind toads to the structure. 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 contractor. 7.Shims are required where gaps of greater than 1/16"exist between opening and frame.Max.Eldon stack Is 1/4". Shims shall be lead-bearing and capable of transferring loads to the substrate. d 8.When used In areas requiring Impact protection,INS 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 �---- •w"Max.OVERALL FRAME WIDTH penetration resistance of the installed product Is not addressed In this drawing and Is the responsibility of others. 10.Glazing snail comply with ASTM E 1300, 12.All fasteners penetrating into pressure treated woad 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 shaft be constructed as specified In test reports ATI-A6989.01-501-47,ATI-C9020.01-501-47,ATI-C9025.01-503-47,ATI-D2934.01-109-47, MIN. EDGE ATI-D29L6.01-109-47,ATI-C2266.01-109-47 AND ATI-DO300.01-501-47-r0. tD SUBSTRATE TYPE ANCHOR TYPE MIN.EMBED pl ANCF 14.Designation"X"and"0"stand for the following: X:Operable Panel-0:Fixed Panel. A CONCRETE 2 KSI MIN. 3/16"OW 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 details visit B HO OR GRO -FILLER CMU 3/i6"Oty TAPCON t' 2' Simonton.com. T i7 PCF MlN. 16.Use a backer rod on ail joints>3/4"deep and/or wider than 1/4". Finished caulk joint should be a minimum of 3/W deep. 2X MIN. 50ttfNERN PLNE WOOD C 3/16•1I14 TAPCON 1 - 7/0" MATERIAL• SI E DRAWING NO.: REV. C=0.55 DISCLOSURE STATEMENT B 1N0132 11 2X M SO PI E RMS FlNISH: Dimensional Tolerances S I M ON TON' D /10 WOOD SCREW 1-3/8� 7/B• TNs document IS Mt property of Simonton Windows,wNch retains all „ w s DRAWN BV: DATE; G=0.55 Unless Otherwise Soeehea pr p i t ry and Nu rights a Its essert moatio That it 16—tt is T.D.D. A—YE; W 16 GE 0.0 L /6-I61iW ALtnY a7EMPER: tCoehraue Avrnee £ FULL THREAD i/2• tovided to the uced I tan the expressed mldRlan that R Is na to 6e CHECKED 8Y; ATE: S D ALUM. YIELD I SELF-DRtLLLNG'SCREW disclosed,repmductd in whole or part,nor uwdin conJunsUon wiM Me PaTus6ouT,WY 26415 1 8 ALUM. 606 -T5 OR 1 GRAOE LF-TAP G E O M; Decimals Angles F FULL THREAD 1/2� design,manufacture It repel.of TThis far anyone other Man Simonton SCALE: SHEET; APPAV'D BY: DATE; 1 B" STEEL 38 SI MIN. DRILUNC SCREW Wlo',rights without it consent. l..m.lead I dots not..,the rcdpitnl'e rights to properly obtained Don-the In this document wNN SURFACE AREA: P R ER; .X 1.03 Frr 1 pr l .XX 1.di ba 30 men. SERIES: Is propuly ob[ailxd from another source. .XXX t,00S 75-75/07-75 j 75-69/07.09/07-10/07-20 ON FINISH TREATMENT: 7TTLE: FlLE;FL S167.15 IX BUCK INSTALLATION