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GENERAL NOTES: ANCHOR LOCATIONS&SPACING <br /> 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY <br /> WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED, <br /> 2)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2-THICK.1X WOOD <br /> BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. <br /> WOOD BUCKS DEPICTED AS 2XARE I-112"THICK OR GREATER.ATTACHMENT <br /> METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. <br /> 53-1/8"MAX.TIP-TO-TIP 52-118"MAX.BUCK <br /> 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO 52-1/8-MAX.BUCK 5"MAX <br /> SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). 6-MAX <br /> 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO 9"MAX. <br /> THE SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING"PLIED <br /> LOADS. T <br /> 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS 1 77' <br /> I MAX, <br /> APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE I BUCK <br /> PROTECTED AS REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE f I I <br /> PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA 6"MAX <br /> __r52 118/MAX <br /> BUILDING CODE. <br /> 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE 17-MAX. 77* <br /> OR FIN, OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE MAX. <br /> OF INSTALLATION SHALL BE DONE BY OTHERS. BUCK <br /> MAXMATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,Z7 MAX. <br /> KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM <br /> C-90.GLAZING COMPLIES WITH ASTM E1300, TIP-TO- <br /> 8)THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. <br /> THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF II <br /> WOOD SCREWS. <br /> 9)PRODUCT MAY BE INSTALLED INTO STEEL 5"MAX. <br /> OR ALUMINUM SIMILAR TO THE WOOD INSTALLATION DETAILS. FLANGE FRAME T- FIN FRAME <br /> 10)THE 200 SERIES WAS FORMERLY KNOWN AS THE 400014001 SERIES. WITH HEAVY-DUTY MEETING RAIL WITH HEAvy-aurry MEETING RAIL <br /> TABLE 1:FIN&FLANGE WINDOWS TABLE 2:FLANGE WINDOWS TABLE 3:FIN WINDOWS <br /> Buck Size Design ressure Certification Anchor Type Sub3bale Min.Edge Min. Anchor Type Substrate Min.Edge Min. <br /> h tj Sash Style Diet. Embedment Dist Embedmerd <br /> w Psf F(--)Psfl Numbers <br /> width Height - Sty' — .131'X=-1 - <br /> ---- Wood(Soirthern Pine) UZI Nall Wood(Southern Pine) 318' 1-7116* <br /> EEqual Ute 55 65 190-1003 Steel Stud Gr 33 3/Er N5(18 GA) —7y,2— <br /> #12 Steel SIMS Panhead <br /> Aluminum-6063-TS aff 171-r- SMS Wood(Southern Pine) 911W 140 <br /> Steel,A36 316' 1w— #10 Truashead Wood(Southern Pine) 7116' 1-3/81 <br /> 1/4'Masonry I concrete 1 1. Screw <br /> Anrhor I Holjom C—MU I 2-112" <br /> NOTE.-FOR ALL METAL SUBSTRATES,SCREW EMEMAarr SHALL BE MIN 3 TKIEADS <br /> BEYOND INSIDE FACE OF MATERIAL <br /> Dee AbMdAt <br /> CMAOO <br /> 1.ROSOWSKI 0111 <br /> 8113 ALUMINUM <br /> --'Av <br /> 1070 TECHNOLOGY DRIVE <br /> NOK OMIS.FL 34275 FLCERT.OFA--:292961 SINGLE HUNG INST.,HD MEETING RAIL <br /> J� <br /> aw V-t a-*vI& <br /> A.Lynn M.'aa%PE. I"��P E."S 5 SH-200 NTS 1 of 3 1032412JR <br />