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�., <br /> r, <br />' 4 3 2 1 <br />' 3/16"0 TAPCON ANCHOR Rd�' REN90NS: REVISED BY: DATE <br /> WIiH 1.25'MIN. EMB. <br /> MODEL DESIGNATION: Simonton Double Hung Series 07-09 / 07-10 / 07-20 Vinyl Wlndow INTO CONCRETE(SEE s � T.D.D. 12/04/09 <br /> MAXIMUM OVERALL NOMINpL SIZE: See Sfze Chart NOTE to FOR wOOD) 8 T.D.D. 12/1B/09 <br /> CONCRETE/MASONRY MIN. EDGE DIST., SEE NOTE 2 � .u i T,D.D. 12/23/09 <br />� (BY Oh1ERS) <br />, DESIGN PRESSURE RATING See Size Chart ,� e qooeo REMOVF�SIZES PER ew resnqc� T,D.D. 11/27/11 <br /> SILICONE CAULK � 1X WOOD BUCK <br /> USABLE CONFIGURATIONS: X (EXT. PERIMETER) �' f• (BY 0'fHERS) B UPDAlED SIZE CHMT PER NEW 1ES11NG. T.D.D. 03/04/I] <br /> x 10 ADDED UIN mGE DIST NOiE. B.J.S O6/19/IS <br />, SILICONE CAULK <br /> GENERAL DESCRIPTION: Tha head, sill, and side jambs are extruded PVC. The wall thlckness (IN7. PERIMETER) <br /> through which the anchor screw penetrates fs a minimum of 0.142". 1 4" Mqx. SHIM <br /> / <br /> AT ANCHORS <br /> 1X WOOD BUCK <br /> (BY OTHERS) <br /> SILICONE CAULK <br /> B SIZE CHART CONCRETE/MASONRY (INT. PERIMETER) B <br /> HEAD (BY 01HERS) ''�' ` <br /> OVERALL SIZE 1 4X SCALE � �,; ` 1/4" MAX. SHIM <br /> DP RATING • . qT nNCHoas <br /> WIDTH HEIGHT �,.'"" <br /> nW� 3/16°0 TAPCON ANCHOR <br /> 48° 8Dn WITH 1•25' MIN. EMB. •�� '' <br /> �p��2•p,�, t25 PSF INOTECONFOR WOOD) .•� <br /> 6"� �'r MAX. (TYP.) �6' S6° 84" 1/4° MAX.SHIM MIN. EDGE DIST., SEE NOTE 2 • � <br /> 36�� 63" (BY OTHERS) te ° <br /> � 44�� 64" PECORA B96 SILICONE CAUIX� <br /> a f50 PSF SiRUCTURAL GRADE (Fa(T. PERIMETER) <br /> 47�� 71" PECORA 896 SILICONE CAULK <br /> ic 53" 76" STRUCNRAL GRADE • �� � •, , ��. <br /> slucoNE cAULK 1 JAMB <br /> 37" 84" t60 PSF CONCRETE/MASONRY � 4X SCALE <br /> 37" 76" f65 PSF (er onieRs) <br /> 1 <br /> � p SILL <br /> � � 4X SCALE <br /> 'w o�x <br /> � �X NOiES: <br /> a 1. This Installation has been ewluated for use in locotfons odhering to the Florida Bullding Code and where design pressure reGuvements as determined by <br /> � '^� ASCE 7 Mfnimum Desfgn Loads for Buildings ond Other Struetures do not exceed the deaign pressure ratings Ifsted herein, for use outside the H.V.H.Z. <br /> � 2. For installation where the su6—buGc Is I969 than 1 1/2"(FBC chapter 17 Ancharage Methoda)Tapoan type eoncrate anchors must be uaed and the length <br /> M must 6e such that a minMum 1 1/4'em6edment of the Taprnn Into the corrcrete or co�crete block Is obtalned,unless otherwlse noted.Anchore should <br /> � be o mintmum of 2 1/2'trom the edge of the concrete, hallow 61ock CMU, or concrete block. <br /> p 3.All (nterlor and exterlor perimeler suAaoas of the window must be caulked. <br /> 4. Adjuet Tapcon anchor locatlons, If necessary, to maintaln a minlmum of 2.0'clearanca from mortar Joints. <br /> ¢ 5.Yfien the optlonal heod expandere are used, the INSTALLER MUST ADJUST the anchor lengths to malntain the required minlmum embedment tnto the <br /> � su6etrate. <br /> = 8.Anchors ehall be epealFled and spaoed as ehown. Anchor embedment to base material shall be beyond wall dressing or etueeo and Into wood or concrete. <br /> 7, Wood bucks(by others)must be englneered and anchorod properly to transfer loads to the structura.BucMs shall eztend beyrond tnterlor face of frame such <br /> thot full support of the frame Is proWded. <br /> 8. Follow ITW Tapcon anahoring inatruettona. <br /> 9. The responslbftlly for aelection of Simanton Products to meet any applico6le local laws, huilding codes, ordfnances, or other safety requirements rests solely <br /> wlth the archftect, bu0dtng owner, or contractor. <br /> 10. For wood buck substrotes, use�f0 wood serews with 1 7/2"min.embedment Into waod,unlass otherwisa noted. Screws should be a minimum of 3/4" <br /> A � from the edge of the wood. � <br /> � 11. A.Concrete compressive strength = 3000 PSI ot 2B days. <br /> B. Concrete Masonry Untte shall confarm wlth strength requirements o1 AS7M C90. <br /> C. Wood Mlnimum Spaciflc GraNty� 0.55. <br /> 12.Shlms a�e optlonal. Max. shim etack Is 1/4". <br /> 13. When using a 3/16'0 Tapcon or e10 wood screw through the wfndow Game, pre—drfll the thru hole ot specltled instollatlon ecrew locations. <br /> �. Q � 14.When used in oreas requtring Impact protection, this product REOUIRES the usa of approved Impact rosistant shuttere ar other extemal protectlon. <br /> `���II1111/��� 15.Flaehing should ba applled using the A57M E 2112 melhod appropriata for the opening inta whlch the window is being installed. <br /> W'MAX. OVERALL FRAME WIDTH ``�� s F /��' 16.Glaxing shall comply with ASTM E 1300 aocording fo the Florlda bullding eode. <br /> ��`��:���•'•••� �,A,�� DISCLOSURE STA7EMENT S'B INOOBB 'IO <br /> ��� ��,r� . This document le the propMy o!Simonton Wfndoxa,xfiich • Dimenslonal Tolvancos �SIMONTON�� � Y: DA • <br /> ratolna nll propriatnry ond other dghW to Ite eu6Jee!motter. Unlesn Otherwiae¢oeclfled G,LS. OJ 2 OB <br /> 7 — This docummt le provided lo the reclpienl on Ne eapre�aed 0 TEMPFR: �Cac6rnne Avenue p{ECKED BY:OATE: <br /> �' ' ' ondltlon lhot It Is not to De diaclonod,roproducad In a�hola w Pcnnsboro,W V 26115 <br /> p,F� part,nor used In canYnclion wilh Ne Cael n,manufueturo or ; �ecimala Angles <br /> Digitally signed by Hermes F.Norero,P.E. ��Fl »o � repair o!good�ro�a�y��e athar en�,s�m��o�vn�aawa ca�; HEET: APPR D BY: DATE: <br /> s. MlNout Its cannenL fiis restrlcUon tloea not Ilmit the %t.03 FlT 1 ot 1 <br /> � O � �(/ URFACE AREA: <br /> Reason:I am approving this document � .cese. �9i�a �� recrplenYe rtqets to utoize Inlwmation contained in this ' XX t 01 0• 3o min. ��� <br /> � Ia'9aqU�.i! � document whl�Is properiy obtalneC from nnother nourcw .7CXIC t.005 07-09/07—f0 07-20 DWBLE HUNG � <br /> Date:2015.06.2407:57:01-04'00' �S��y�AL���e NISH TREAThIENT:' n�: <br /> �/ \ FlLE:IN0066 1X BUCK INSTALLAlION <br /> 4 11111 3 2 1 <br />