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GENERAL NOTES: LANCHOR LOCATIONS§�SPACING <br /> 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED To COMPLY WITH 53-1/8"MAX.TIP-TO-TIP THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 52-1/8"MAX.BUCK <br /> 2)WOOD SUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2'THICK.1X WOOD BUCKS 62-1/8"MAX BUCK J-4 6"MAX 5"MAX <br /> ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD <br /> BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.ATTACHMENT'METHOD OF MAX, <br /> WOOD BUCKS SHALL BE DONE BY OTHERS, —4 <br /> 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR To T <br /> 75" <br /> SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). <br /> MAX <br /> 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE j I BUCK <br /> SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 6"MAX <br /> S)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR <br /> SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS 17- MAX, i I 76" <br /> REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE PROTECTED FROM MAX. <br /> DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE. <br /> BUCK <br /> 0)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. 76" <br /> OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF I 1 MAX. <br /> INSTALLATION SHALL BE DONE BY OTHERS. TIP-T0- <br /> Tip <br /> 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 KSI <br /> CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. <br /> GLA71NG COMPLIES WITH ASTM E1300. <br /> 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE 9'MAX F MAX. <br /> 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. <br /> 9)EQUAL LITE SHOWN.ANCHOR QUANTITY AND SPACING APPLIES TO FLANGE FRAME FIN FRAME <br /> ORIEL SASH UNITS AS WELL.PRODUCT MAY BE INSTALLED INTO STEEL <br /> OR ALUMINUM SIMILAR TO THE WOOD INSTALLATION DETAILS.. 53-1/8"MAX.TIP-TO-TIP <br /> 10)PASS-THRU PRODUCT HAS N TABLE 3:FIN&FLANGE STANDARD WINDOWS 52-1/8"MAX.BUCK�j <br /> NOT BEEN CERTIFIED FOR WATER --------- ---- <br /> INFILTRATION AND MUST BE LOCATED IN UNEXPOSED AREAS. Buck Size Design Pre 9'MAX. <br /> sure Certification <br /> SERIES. Sash Iw vs-f W nsf N—h- <br /> 11)THE 200 SERIES WAS FORMERLY KNOWN AS THE 400014001 ght Style <br /> 77 <br /> I I is 75" Equal Lite 55 19CI-478,479, <br /> a—I Oriel 55 55 51-112" <br /> 1 M 493,494 --L - - - MAX. <br /> TABLE is FLANGE WINDOWS{STANDARD AND PASS-THRU) 17" BUCK <br /> TABLE 4:FLANGE PASS-THRU WINDOW MAX. I <br /> Anchor Type Substrate Min.Edge Mtn. 52" <br /> Dist. Embedment Buck Size Dest n nPressuEe Certification MAX. <br /> -- B T-11 <br /> Wood(SwMarn Pine) 7/1 T 1-31W Width Height (+) sf (-) Sf Numbers TIP-T0- <br /> Wi !4 <br /> Steel Stud Gr33 3/6" .04-5(iB GA) H TIP <br /> 910 Steel SMS Alumlnum-6063-Ts 52-1/8" 51-1/2" 65 65 190-1002 <br /> 3/a. <br /> Steel,A36 3/6" Ifir, <br /> 1/4'Mosorify Concrete <br /> 1�Anchor HollowCMU 2-1/1- <br /> FLANGE FRAME <br /> NOTE:FORALLMETALSuosTRATES,SCREWEMDEDMErSjALSFM,3THREADS PASS-THRIJ WINDOW <br /> BEYOND INSIDE FACE OF MATERIAL <br /> ,\" 1. <br /> TABLE 2:FIN WINDOWS(STANDARD WINDOW) N' --t"\".' 1 It jL A—by DO.- <br /> OR OMIAAW <br /> J.ROSOMKI 08/08111 ALUMINUM 11003 <br /> Anchor Type Substrate Min.Edge Min. <br /> Dist. Ernbacintent <br /> AWFUM <br /> Wood(Southern P(ne) 318" 1-7/161 <br /> Reeling�.Ij <br /> #12 Panhoo—d Wood(southern Fine) 9/16" to Ul <br /> 1070TECHNOLOG DRIVE <br /> SMS CKOMIS,FL 34275 <br /> 4 FLOERT.OFAUTH,:29298 <br /> Screw Pine) 7/16" 1-318, SINGLE HUNG INST.,STD.MEETING RAIL <br /> V10 Trusshiid <br /> A.Lynn Miller,P.E. A vfft <br /> .................. .............. <br /> P E.458705 SH-2008200PT NTS 1 of3 1032411JR <br />