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GENERALNOTES. <br /> 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILOING <br /> CODE FOR THE DESIGN PRESSURES LISTED IN THE APPLICABLE PRODUCT TEST REPORTS. 52-1/8"MAX.BUCK 52-1/8"MAX BUCK <br /> 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.1X WOOD BUCKS ARE OPTIONAL IF UNIT I 20-1/8" 20-1/B" <br /> IS INSTALLEO DIRECTLY TO SOLI�CONCRETE.WOOD BUCKS.DEPICTED AS 2X ARE 1-1/2"THICK OR M� �.�— ~� MAX. � 6"MAX �-- � MAX. <br /> GREATER.ATTACHMENT METHOD OF WOOD BUCHS SHALL BE DONE BY OTHERS. <br /> — ---- ---- — <br /> 3)SEE TABLE 1 FOR MINIMUM EDGE DISTANCE FROM CEMER OF ANCHOR TO SUBSTRATE EDGE �2� �2� : <br /> (EXCLUDING FINISH OR STUCCO). I � I M� I � I M� ; <br /> I I � I I � � <br /> 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USING � / I I I � <br /> SHIMS CAPABLE OF TRANSFERRING APP�IED LOADS. I � <br /> I / I � I / I � <br /> 5)ANCNORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE <br /> MATERIAL.OISSIMILAR MATERIALS SHALL BE PROTECTED AS RE�UIRED TO PREVENT REACTIONS. 84"MAX. j / � 14-1/4" I I 14-1/4" <br /> ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN FLORIDA BUILDING BUCK � � MAX' � / � MAX' <br /> CODE CHAPTER 20. <br /> 1 I � I I � ' <br /> 8)ADHESIVE SEALANT SHALL BE USEO BETWEEN SUBSTRATE AND FLANGE OR FIN.OVERALL <br /> i i ea°nnax. i i i <br /> SEALINOIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALt BE DONE BY OTHERS. i � � BUCK I I � <br /> 7J MA7ERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 KSI CONCRE�E AND I / I � 1 I � � <br /> CONCREfE MASONRY UNITS COMPLYIN6 WITH ASTM G90.GLAZING COMPLIES WITH ASTM E1300-04. / <br /> I I 14-1/4" � � � 14-1/4" <br /> 8)THE 1f3 STRESS 1NCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURA710N , <br /> FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 1 j / I M� 1 I / I M� � <br /> 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE TABLES,ALWAYS ROUND UP TO TNE NEXT 6� I I � s� 1 I � <br /> LARGERVALUE. MAX. ------------- MAX. ^—,^_^^^,-.----- t <br /> � <br /> TABLE 2: <br /> Sas h S�ze—-Destgr5'Pressur� EQUAL-Lf7E SASH SME ORIEL SASH STYLE <br /> Requ re e n- ca on — - <br /> Testp <br /> Style yy�dth Helght (+)psf (-)psf ��� forcement Num6er TABLE 1: <br /> 38° 84" 50 50 2 (3) 190-781 6397 Min. <br /> 62" 45 45 1 (3) 190-723 95227.01 MchorType Su6strate Edge Min. <br /> 63" 50 50 2 (3) 190-780 6398 <br /> Dist, Embedment <br /> Equal 44" 75„ 45 50 2 (2) 190-722 g5�7,p� Wood(Southem Pfne) 7!8" 1-3/e" <br /> llte 50 50 2 (2),(4) 190-740 95227.01 Steel Stud Gr 33 3!8" .045(18 GA) <br /> 84" 40 50 2 (2) 190-720 95227.01 #10 Steel SMS qiuminum�6o63Tb 3l8" 1/8" <br /> 82" 50 50 2 (2) 190.718 93746.02 Steel,A36 3le" 1/8" <br /> 52-1/8" �5" 35 35 2 (2) 190.716 93746.02 3/16"Masonry Concrete 1" 1-3/8" <br /> 82" 50 50 1 (3) 190.724 g5�7,p� Anchor Hollow CMU 1" 1-7l4" <br /> �n �" 50 5� 2 �2� 190.721 9$'�'7.0� NOTE FORALLMETpI.5Ue57R�TE5.9CREWEMBEOMEMSMALLBEMIN.3TXREADS <br /> Of�e� 6z" 5� 5� Z �2� �90-7�9 93746.�Z BEYONDINSIDEFACEOFMATERIAL <br /> 52-9/8" �5" 35 35 2 (2) 190.717 93746.02 <br /> �2)Num NeinE in all four sash members and Fi�md Keeper Pall. i <br /> (3)Alum Relnf.In Flmd Keeper Rall. �l�\1 I��i I/f� �i <br /> 4 N on5u ortCli sateachTiltla[ch \� N �' i�� umw�ey pes ym.re <br /> � R6�efYaulu[!6*.vVORO1LINV7Aa� � <br /> �� �O'�,�CENSF'/`�F.Q' J.ROSOWSKI 08l01/13 RIGIDPVC ��,M���� <br /> � �',.• �,�„ � �� �,w�.wr.xornmmaorne f <br /> • ��r:' '•�`t ,vn�mev m�wr���nameuN i <br /> No.587os _ �vonvr�ousrxEa f <br /> "9�.(/l ��1_ _ � �� � <br /> � 3D70TECHNOLOGYORNE � <br /> '�o�` Fg E F3 •`�� FLCERT.O AUTH4229298 SINGLE HUNG INSTALLATION 1 <br /> i .,,1OR10P.•''G\� - � <br /> i <br /> ' _ �''SS��NAL E���� A.Lynn Mlller,P.E s.rrv�ka�e �s`' snre °�°"`'°'�' R°" <br /> ��� � �t��`� P.E.#SB705 SH-220D NTS 1 of 3 '1031511JR <br />� , ,• <br />