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i, s MODEL DESIGNATION: Simonton Double Hung series 75-75(07-75/75-091 0,46511//144j� �T v' REv[staus; aEwsEo By: DATE! .J�'�y y`DREW �Ry rrY Lucas r AS A7TU 2•508101 g, Hoer nune�su,S rare s r.o.o. tuta1v 07-09 j 07-10 f 07-20 vinyl Window �} �.N 7- !r Tss is&r& PE 0 MAXIMUM PRESSURE OVERALL NOMINAL SIZE: See Size Chart ».-..y. No F8201 -A% TURNER ENGINEERING& to •gong ancRona gmun . . &�.s. oatsns ti CEN •` r LUCAS A TURNER P.E. NSULTING.INC. DESIGN PRESSURE RATING: See Site Chart 12.12 20.00 rse rt*7z LMH o9nxnt TadiZEWART. LPN g9rW7 USABLE CONFIGURATIONS: X Z* 7t *.. X :-O; �a� 1239 JABARA AVE. ano�orss TO SIZE cxraT. Lnx oanvre 'p.» „+ NORTH PORT, FL 3428E GENERAL DESCRIPTION: The head,sill,and side lambs are extruded PVC.The Wall thickness i STATE »*kt'• PH.941-380-1574 through which the anchor screw penetrates Is a minimum of 0.142". NrK�»'•F{ yP,:�`�,��' MIN.EDGE DIST. rlr��S�a �y`1r. SEE TABLET INSTALLATION FASTENER SEE TABLE 1 SUBSTRATE BY OTHERS SIZE CHART MIN.EMBED. SILICONE CAULK 6"MAX 6"MAX ( OVERALL SIZE SEE TABLE 1 {EXT.PERIMETER) CIRCLED SEE NOTES 15&16 WIDTH HEIGHT ANCHOR DP RATING MIN.EMBED. "W" "H" LOCATIONS SILICONE TER SEE TABLE 1 ULK REQUIRED? (INT.PERIMETER) Q 48' 80" NO -25 PSF SEE NOTES 15&16 48" 80" NO 1(4"MAX.SHIM SILICONE CAULK 52" 71" NO A,35 PSF SUBSTRATES SEE(INT PERIMETER) '0 53" 80" YES t40 PSF 8Y OTHERS SEE NOTES 15&16 31" 63" NO d;50 PSF HEAD 1J4"MAX.SHIM X 36" 74" NO INSTALLATION FASTENER 36" 72" YES *55 PSF SEE TABLE 1 r IJ4"MAX.SHIM � CIRCLED ANCHOR LOCATIONS REQUIRED FOR SOME SIZES, i SEE SIZE CHART io SILICONE CAULK 12 SEE NOTES 15&16 — _ SILICONE CAULK MIN.EDGE LIST. SEE NOTES 15&16 SUBSTRATE SEE TABLE I SILCONE CAULK BY OTHERS (EXT.PERIMETER) SEE NOTES 15&16 /tom SILL 1 IAMB c! T L r/ - m NOTES Cw� m 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.AN 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. "T 5.Wood or masonry openings,bucks,and buck fasteners,by others,shalt 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,or other safety requirements rests solely with the architect,building owner,or contractor. 7.Shims are required where gaps of greater than 1116"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 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 �-- "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 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 wood screws only. TABLE 1: INSTALLATIONS 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,ATI-D2914,01-109-47, MIN EDGE ATI-D2916.01.109-47,A71-C2266.01-109-47 AND ATI-DO300.01-501-47-rO. ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED DISTANCE 14.Designation"X"and"0"stand for the following: X:Operable Panel-O:Fixed Panel. A CONCRETE 2 KSI MIN. 3/16"Illy TAPCON 1-7 2" 1-1/8" 15.Use 100%pure silicone caulk compliant with AAMA 500 Section I-Sealant Specifications for use with Architectural Fenestration Products. For more details visit B H LLOW OR GROtR_"LLLU CMU 3/16"ITW TAPCON 1" 2• Slmonton.com. 117 PCF MIN. - 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. D 2X MIN. SOUTHERN PINE WOOD 3/1fi"IIW TAPcoN 1^3/8" 7/8" _._ MATERIAU 5 E DRAW NG N REV, G=0.55 DISCLOSURE STATEMENT _ �SIMONTON' 8 IN0132 11 D 2X MIN.SOT R WOO 810 WOOD SCREW i-3 8" 7 8" This document Is the RMS FINtSH: Dimensional Tolerances x n DRAWN tlY: DATE:" G=0.55 / / property of Simonton Windows,which retains all Unless Otherwise Specified w_h o w s proprietary and other rights to its subject matter.This document is -T.D. - 08)30)07 16 GAUGE D.GBO MIN.STEEL 10-16 ITW TEKS ALLOY iiTEMPER: ICoChYane AYCiSge E FULL THREAD 7/2" provided to the regplant an the expressed condition that it I5 not to be CHECKED aY; DA'(E: STUD 33K51 YI D MI SELF-DRILLING SCREW Permstmm,WV 26415 designed,reproduced In whore or part,not used a other than Simonton the i 8 ALUM. 6063-T5 N.OR t0 GRADE 5 LF-TAPPING EGHi: voLOriE: Decimals Angles F FULL THREAD 1/2" design manufacture or repair of goods for anyone other than Simgn[on SCALE: SHEEP: APPRV'D BY: DATE: 1 8"STEEL 3fi KSi MIN. DRILLING SCREW Windows without its consent.This restriction does not limit the recipient's rights to unit.Information Contained in this dau tnt which SURFACE AREA: P IM E: .X*.03 FIT 1 of 1 is properly obtained from another source. .xx*.01 0° 30 min. SERIES: FINISH TREATMENT: .XXX*.605 75-75/07-75/75-09/07-09 j 07-10)07-20 DN TALE: FILE:fL 5167.15 1X 6UGK INSTALLATION