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REV' RENSIONS: REVISED BY.KADAMMODEL DESIGNATION: Simonton Single Hung Series 43-06 / 43-17 Vfnyi Window er ��� LS UPDATED SIZES PER NEW TEST REPORTS T.D.D.MAXIMUM OVERALL NOMINAL SIZE See Size Chart, see Sheet 1 ,��O?,-*.,G E NS .,Q to 12/7/20183 UPDATE ANCHOR NOTES LMH DESIGN PRESSURE RATING: See Size Chart, see Sheet 1 : No 58201 :k� LUCAS A. TURNER, P.E. 4 ADDED SIZE TO SIZE CHART. LMH FL PE # 58201TURNER ENGINEERING do 5 ADDED Sig TO SIZE CHART LMH USABLE CONFIGURATIONS: 0b; ��� CONSULTING, INC. 6 ADDED TABLE i h SHFET 2. LNH
<br /> X :9 STATE OF ,tL: (COA fj 29779)
<br /> iO•. PVC 2428 OLD NATCHEZ TRACE
<br /> GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The wall thickness through �4,,�5��0 fl P G��` TRAIL,
<br /> 94 D 380T 38320
<br /> which the anchor screw penetrates is a minimum of 0.090". qS .......
<br /> 74
<br /> TABLE 1: INSTALLATION FASTENERS TABLE
<br /> ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN_
<br /> E GE
<br /> DISTACE
<br /> A CONCRETE 2 KSI MIN. 3 16' I1W TAPCON 1-1/2- 1-1 8"
<br /> B HOLLOW OR GROUT—FILLED CMU 3 16- ITW TAPCON 1" 2"
<br /> 117 PCF MIN. /
<br /> C 2X MIN SOUTHERN PINE WOOD 3/16" DW TAPCON 1-3/8" 7/8"
<br /> G=0.55
<br /> D 2X MIN. SOUTHERN PINE WOOD #10 WOOD SCREW 1-3/8" 7/8'
<br /> G-0.55
<br /> E 16 GAUGE 0.060 MIN. STEEL 10-16 ITW TEKS FULL THREAD 1/2"
<br /> STUD 33KSI YIELD MIN. SELF—DRILLING SCREWF 1 B ALUM. 6063—T5 MIN. OR 10 GRADE 5 SELF—TAPPING FULL THREAD 1/2"
<br /> 1 8" STEEL 36 KSI MIN. DRILLING SCREW
<br /> NOTES:
<br /> 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
<br /> Buildings and Other Structures do not exceed the design pressure ratings herein,
<br /> 2.All interior and exterior perimeter surfaces of the window must be caulked.
<br /> 3.Anchor type,size,spacing,embedment,and edge distance shall be as spedfied In these drawings.Use appropriate anchorage from Table 1 according to substrate type.A minimum center-to-center
<br /> spacing of 3"shall be maintained between all Elco Ultracorts In any direction.
<br /> 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
<br /> substrate.Wood bucks with masonry are optional.
<br /> S.Wood or masonry openings,bucks,and buck fasteners,by others,shall be properly designed and installed to transfer wind loads to the structure.
<br /> 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
<br /> contractor.
<br /> 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-hearing and capable of transferring loads to the substrate,
<br /> 8.When used In areas requiring Impact protection,this product REQUIRES the use of approved impact resistant shutters or other extemal protection.
<br /> 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 penetration resistance of the
<br /> Installed product is not addressed In this drawing and Is the responsibility of others,
<br /> 10.Glazing shall comply with ASTM E 1300.
<br /> 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
<br /> protected to prevent reactions in accordance with code requirements.
<br /> 12.A wind load duration factor Cd=1.6 was used for the analysts of wood screws only,
<br /> 13.Products shall be constructed as specified In test reports B0681.01-501-47-r0,C3504.01-501-47-rO,C0835.01-501-47-r0,C3505.01-501-47-rO,C0837.01-109.47-rO,C4260.01-109-47-rO,
<br /> C4258.01-309-47-r0,C0826.01-109-47-r0,C6586.01-109-47-r0,D2908.01-501-47-r0 and B7729.01-501-47-r1 by Architectural Testing,Inc.
<br /> 14.Designation"X"Is for Operable Panel and"0"is for Fixed Panel
<br /> 15.Use 100%pure silicone caulk compliant with AAMA 800 Section 1-Sealant Specifications for use with Architectural Fenestration Products.For more details visit Simonton.com,
<br /> 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.
<br /> ATERIAL• ZE DRAWlN NO.: V.
<br /> DISCLOSURE STATEMENT $IMON TON' B IND242 6
<br /> This document is the property of Simonton Windows,which S FIN SH: Dimensional Tolerances D Y:
<br /> ".loin.oil 0.1,ory and other right.to its subject matt.r. Unleee Otherwise S...Hied w I N D D w s T.D.D. 02/20/OB
<br /> Thls document Is provided to the recipient an the eipressed a TE 1 Cociu®eAvenue ECKtD eY:DATE:
<br /> nditlon that It is not to be disclosed,reproduced In whole P—borv,WV 26415
<br /> Part,nor used In conjunction with the design,manufacture or Dedmale Angles
<br /> repay of goods for en e other then Simonton windows SCALE: HEET. APPR D BY: DATE:
<br /> without Ira coneenL ThIs restriction does not limit the _X t 03 FlT 2 of 2
<br /> recipient's rights to uthlze infomtotIon contained in this RRACE AREA' Xx d:.01 0' 30 min. SERIES
<br /> document which Is properly obtotned from-another source. NI .XXX d:.005 43-06 43-17 SINGLE HUNG
<br /> TITLE;
<br /> FILE:FL 5414.4 1X BUCK MSTALLAl10N
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