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<br /> ♦♦♦'a�••�G E/JS•'G'p � 01/O6/2017 R9 RENSIONS: REVISED BY DATE
<br /> MODEL DESIGNATION: Simonton Single Hung Series 43-06 / 43-17 Vinyl Window :6
<br /> J �. F•'•Z 4
<br /> •(n�� LUCAS A. TURNER, P.E. 1 f35 WAS INCORRECTLY LABELED f30. T.D�D. 04/21/08
<br /> MAXIMUM OVERALL NOMINAL SIZE: See Size Chart �-r• No 58201 1,13: Lucas FL PE N 58201
<br /> Turner TURNER ENGINEERING & 2 UPDATED SIZES PER NEW TEST REPORTS. T.D.D. 10/12/09
<br /> 2017-01-06 CONSULTING, INC. 3 UPDATE ANCHOR NOTES LMH 06/16/15
<br /> See Size Chart gib: t��
<br /> 11:05+1
<br /> DESIGN PRESSURE RATING: 9:00 (COA # 29779)
<br /> 1L,�. 1239 JABARA AVE. 4 ADDED SZE TO CHART. LMH 01/05/17
<br /> USABLE CONFIGURATIONS: X ���4�F3.<O R 1Q✓'�j�=4V N RTHH. 940380L 1574 4288
<br /> GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The wall thickness through +Oti%��♦♦♦
<br /> MIN. EDGE DIST.,
<br /> which the anchor screw penetrates is a minimum of 0.090". I SEE NOTE 2
<br /> CONCRETE
<br /> INSTALLATION ANCHOR MASONRY
<br /> (SEE NOTE 2) .;" MIN, EMBED.
<br /> SILICONE CAULK SEE NOTE 2
<br /> (� (EXT. PERIMETER) •••�:'.
<br /> B 6"� 1 I I 6'ro e
<br /> INTERIOR 1X WOOD BUCK
<br /> HEAD SASH TRACK
<br /> INSTALLATION ANCHOR, SILICONE CAULK
<br /> WT.TRACK MIN Q SEE NOTE 2 (INT.PERIMETER) 1X WOOD BUCK
<br /> EXTERIOR SILICONE CAULK
<br /> 0 3 Uo SASH TRACK 1/4'MAX. SHIM (INT. PERIMETER)
<br /> 1/4'MAX. SHIM CONCRETE
<br /> 1 HEAD MASONRY 1/4" MAX. SHIM
<br /> --CaTOP DTE TOP UTEf- 1 3"j•
<br /> f INT.TRACK INT.TRACK PECORA 896
<br /> = PECORA 896 STRUCTURAL GRADE use;-• INSTALLATION
<br /> Gl STRUCTURAL GRADE SILICONE CAULK INSTALLATION ANCHOR, •,•�~ ANCHOR,
<br /> SILICONE CAULK (SILL INTERIOR) SEE NOTE 2 ..�.:,v'• SEE NOTE 2
<br /> (SILL EXTERIOR)
<br /> t:;.A •t 1X WOOD BUCK
<br /> MIN. EDGE DIST.,
<br /> a CONCRETE � :•" SEE NOTE 2 T
<br /> MASONRY r SILICONE CAULK
<br /> 1 SILL J MIN. EMBED. (EXT. PERIMETER)
<br /> i� SEE NOTE 2
<br /> a
<br /> JAMB
<br /> _ NOTES:
<br /> = 1.This Instellallon has been evaluated for use In locations adhering to the Florida Building Code outside the HVHZ,and where pressure requirements as determined by ABCE 7 Minimum Design Loads for
<br /> -BOTTOM UTE BOTTOM UTE�- Eluildin s and Other Structures do not exceed the design pressure,ratios hereln.
<br /> EXT.TRACK EXT.TRACK 8 9 P 9
<br /> 2 For anchoring to solid uncracked concrete(min.compressive strength of 2000 psi),use 3/16'ITW Tepcons with 1'min,embedment and 1-1/8"min.edge dstanrs. Far anchoring to uncrecced hollow ar
<br /> grout-filled concrete masonry units(conforming with strength requirements of ASTM C90,117 PCF min.density),use 3116"ITW Tapmns with 1"min.embedment and 2"min.edge distance,A minimum
<br /> center-tocenter spacing of 3'shall be maintained between all ITW Tapcons In any direction.For anchoring to wood(Southern Pine or G=0.55 min.),usa#10 wood screws with 1-/8'min.embedment and
<br /> 6 7/8'min.edge distance.
<br /> 3.All Interior and exterior perimeter surfaces of the window must be caulked.
<br /> 4.Anchor type,size,spacing,embedment,and edge distance shall be as specified in these drawings.
<br /> 5.Anchor embedment to substrate shall be beyond wall dressing or stucco.For masonry openings with woad bucks less than 1-1/2'thick,embedment shall be beyond wood bucks.IT used,and Into masonry
<br /> substrate.Wood bucks with masonry are optional.
<br /> Wood or mason openings,bucks and buck fasteners b others,shall beproperlydesl ned and Installed to transfer wind loads to the shucure.
<br /> 6.W ty Y 9
<br /> a7.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,bullding owner,orconfraclor.
<br /> "W" MAX. OVERALL FRAME WIDTH 8.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.
<br /> 9.When used In areas requiring Impact protection,this product requires the use of approved impact resistant shutters or other external protection.
<br /> A SIZE CHART 10.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 A
<br /> OVERALL SIZE Installed product is not addressed in this drawling and is the responsibility of others.
<br /> 11.Calazing shall comply with ASTM E 1300-04
<br /> WIDTH HEIGHT DP RATING 12 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 /> "W' "H" protected to prevent reactions In accordance with code requirements.
<br /> 36" 72" 13.A wind load duration factor Cd=1.6 was used for the analysis of wood screws only.
<br /> ±25 PSF 14.Products shall be constructed as specified In test reports B0681.01-501-47-rO,C3504.01.501.47-r0,C0835.01-501-07-D,C3505.01-501.47-rO,00837.01-109-47.10,C4260.01-109�47-tO,
<br /> 48" 80 C4258.01-109-07-rO,C0826.01-109-0740,C6586.01-109-47-rO and B7729.01-501.4741 by Architectural Testing,Inc.
<br /> 44" 63"
<br /> 36' 7e ±35 PSF
<br /> 53" 71" DISCLOSURE STATEMENT �{y1�SIMONTON• B IN0242 IRE4
<br /> This douument is the property of Simonton Windows,which MS FINISH: Dimensional Tolerances ///w r n, n n w s AWN BY: DATE:
<br /> 36" 83" rotolna all proprietary and other rights to Its subject metier. Unless Otherwise SocdFled L'rr// 7,D,0. 02/20/08
<br /> d:45 PSF This dent Is provided to the recipient on the mpre—al L OY&TEMPER: I Cochrane Avmue CHECKED BY:DATE:
<br /> 44" 63" onditfon that It Is not to be diedosed,reproduced In whole or Pennshrml-WV 2641.
<br /> 36' 84' port,nor used in eon)—tion with the design,manufacture U Decimals Angles
<br /> repcir of goods for anyone other than Simonton windows or SCALE SNEET: PR 0 BY: GATE
<br /> 36' 74' t50 PSF without Its consent ThIs restriction don not limit the RFACE AREA: X t.D3 FlT 1 of 1
<br /> 32" 62' reelplent's rights to.0ixe information contained in this .X 3 03 0' 30 min. SERIES:
<br /> document which To properly obtained from another source. I ISH TREATMENT: .XXX t.005 43-06/43-17 SNGLE HUNG
<br /> T TLE:
<br /> FILE:IN0242 1X BUCK INSTALLATION
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